20080540 Ver 1_Site Plan_20080319 (3)

STATE STATE PROJECT REFERENCE NO. SHEET TOTAL NO. SHEETS
See Sheet 1-A For Index of Sheets
See Sheet 1-B For Conventional S mbols Y U-47638 ~
~
_ ~ 147 6 V~~ ®Y q. r o ~o ~ WB3 NO. F. A. PROJ. NO. DESCRIPTION
pr ~ om 39942.1.TA1 NHF-54 7 P.E.
! ~P z,9 ~ 6 E OJ CT
55 ~ ~ o ~ 0 LI d 1 ? -
~j 280 ~ ~ y ~ lJ`~ 2028 ~
r. ~Durhem o ~
D
SJ * 0
1999 j° - Nelson
1 0> 2028 ou
0 ~ 7978 59
55 y 1978 o . 5~
` LOCATION: TRIANGLE PARKWAY - EXTENSIO OF 14 BE E N NC 7 TW EN N
Genlee ~ _ NC 540 IN WAKE COUNTY AND I-40 IN DURHAM COUNTY COUNTY
_ ~rham Cou_n -
Wake C my ~ ~ ~ ~ ~ n~ ~ a ~ J
aa. TYPE OF WORK: GRADING PAVING DRAINAGE FENCING CULVERTS STRUCTI. • E Research STRUCTURES, SIGNING, NC GR/D
• 1613 _ SIGNALS AND TOLL FACILITIES - , Triangle 1639 ~ Park NAD 83/gg
3x95 -YBFLY- STA. 79 + 37.19 U-47636 =
J -Y3- POT 21 + 15.00 ~
_ ~ ~ -YCFLY- STA. 28+53.16 U-47636 = ~ 1 54 d9 0 BEGIN BRIDGE ~~`~o
° -L- STA. 102+38.18 U-47b3B a o
STA 2 ~ _ BEGIN TIP PROJECT U-47b3B ~
N2a M isville ~ Ci -L- POT 221 + 60.06 /2v ~
~y END BRIDGE ~O
0 -L- POT 218 + 20.06 ~ tiq ~
20 I VICINITY MAP BEGIN BRIDGE p ~ ~
NOT TO SCALE ~ ~ U i ~ 0 r~, o m
q~i ~ S,~ S -L- POT 138+98.37 _ _ _ _ _ _ _N
~9 OR w END BRID E 9 Y2 G w
9' \ Q~ ~
ij, 0 i ti I
~ ~ f~ 0 ~~Fs 1~ I3
0 ~ ~ ~ -L- POC 160+Ob. 8
C` -Y5- POC 25+05.43 -L- POC 161+10.46 S ~'p _ . BEGIN BRIDGE Q P~~I P~~ ~
S BEGIN BRIDGE L- POT 137+78.95 ~ END BRIDGE GCE ` i i N -L- STA. 250 + 50.00 (U-47636) RAP END TIP PROJECT U-47 3B
BEGIN BRIDGE
- - 4 N ~s
~ b ~ ~
~ ~5 ~ ~ , -L- -SR' 2- ~ ` ` -LNB- POT 18 + 00.00
~ RIA GLE PAR aY ~ B ' ~ ~ -Y3- POT 24+00.00 BEGIN CONSTRUCTION
END BRIDGE
A ~ -L- POT 218 + 11.94
~ ~ ~ ~ - BEGIN BRIDGE -L- POT 221 +51.94
~L ~ -L- POC 161 +11.04 Sl +11.04 END BRIDGE ~
~ ~ ~ END BRIDGE ~E
- ~ 27 ~C
Trj
-L- POT 137+90.07 ` BEGIN BRIDGE ' ~
° y ---,Ii DAVIS DR, a
~ - SR 1999
~y ti -L- POT 139 + 12.42 -L- POC 160 + 07.19
-Y5A- BEGIN BRIDGE ~y END BRIDGE
KIT CREEK RD.
SR 1141
~ -YS- POC 28+23.15 ~ ~ ~OPQ
~ END BRIDGE
N C+~
,1
G,~ ti~
I 1 ~ -LNB- POC 56 + 00.00
Z a H O PROP. CONSTRUCTION OF -LNB-
0 ~ OR ~ FO SHALL CONTINUE FOR AN
2 cj2^ m 0 SO ADDITIONAL 4400'
~ i ~ GT Z a y yF
• - z o RH
• ~~n r _ 00
~~R m ~ Oq
~ mo 0
~ ~ 0 ~
~ m
~ j ~ N MULKEY THIS PROJECT IS A CONTROLLED ACCESS PROJECT
ENGINEERS & CONBLI LTANT9 O ~ PC Box 33127 1 Q~ S1jJ]g~j~~~]Ci ~ Q D® NNj®T u}s~E FAR R//w ACQUISITION WITH ACCESS LIMITED TO INTERCHANGES.
RALEIGH N. C. 2763fi ~ (9191851-1912 ~ (9191 851.1918 (FAXI QY 1-11.~~L71~~ ~®y ~®®QJ ~~1LA~~1`~11~~~~~ IDO NAT IJSE FOR CONSTRUCTION CLEARING ON THIS PROJECT SHALL BE PERFORMED
WW W.MIJLKEYINC.CGM ~ TO THE LIMITS ESTABLISHED BY METHOD III.
Prepared in the 0 pared in the Office of.• HYDRAULICS E11tGI11tEER 11lORTH CAROLIII~A
RAPHI ALE PRO ECT LE11lGTH G CSC DESIGN DATA Mulke En Ineers ~ Y 9 ~ineers & Consultants TUR11tPIKE AUTHORITY
FOR THE NORTH CAROLINA T CAROLINA TURNPIKE AUTHORITY
25 0 50 ADT 2010 - 37 000 _ LENGTH ROADWAY TIP PROJECT U-47b3B - 2.68 MILES
2006 STANDARD SPECIFICATIONS ADT 2030 = 111200 LIONS
RIGHT OF WAY DATE: = PLANS ° - tTE: WILLIS S. HOOD, P.E.
DHV = 10% LENGTH STRUCTURES TIP PROJECT U-47636 = 0.107 MILES MULKEY E C ~ ~O~Ti°~ CA~Q~.li~A
0 25' 0 50' _ o PROJECT MANAGER PE ~ ~ ~ ~ ~ • SIGNATURE: rr ~ur ,ke nth®r
D - 55 Q~
N o * T = 9/o TOTAL LENGTH TIP PROJECT U-47636 = 2.805 MILES ROADWAY DESIG11l
PROFILE HORIZONTAL LETTING DATE: = mh V 70 _ p JOHNNY BANKS
MULKEY E £H C
0 5' ~ 10' 0 3 * Duals=6%+TTST=3% PROJECT DESIGN ENGINEER
00 ~o
Functional Class.: Freewa
1~ ~ PROFILE VERTICAL Y 1 „
~~)l ll ll 1l SIGNATURE: P~ J STATE HIGHWAY DESIGN ENGINEER r.~. J

cv PROJECT REFERENCE NO. SHEET NO.
U-47638 1-C
co
~ Location and Surve s ,GLE PARKW~IY
~ O q Gro+Ye 1
O~ ~ ?m ~ 99
99 ~ - 4, E S OJECT
~ ~ o 289 ~ `
~ ~ a 2029 0 ~ ~ urham , p ~1
d / o r - e ~ t
- ~ ~ eat ~ Qo / 04763-15
oy O C ° sa - ~ N:785012.2870
1999 ° Nel~n E:2030443.3840
2928 ELEV. = 283.30'
0 199 = 54
55 1970 ` 1 i ~l~f
0 \ V I ~ 1 04763-14
Genke ° p ~ O N:782598.7200
9 E:2034303.2600
urham Coun - Wake C my - e1e a9 ELEV. = 304.93'
1 9 „e (DESTROYED) -L- STA. 250 + 50.00 U-47638
r Research ~
- Triangle 161 r 16]9 Park 9. ~,e END TIP PROJECT U-47636
,095 -YBFLY- STA. 79+37.19 U-47638 = J
-YCFLY- STA. 28+53.16 (U-47636)= ~ 04763-10
1639 _ 6, -L- STA.102+38.18 U-47636 ~ a ( 7 ~ N:781191.3390
~ s BEGIN TIP PROJECT U-47636 N Z ~ E STA a E:2036662.1600 ~ ~ ~,r~ ~I
, ~ ~O~ ELEV.=282.11 h aJ
~ ~ -a 2 y ~ ~ MOrriswlle~ a ~ 0 i
n j1o r 2 ~p
0 VICINITY MAP
(NOT TO SCALE) 04763-11
Q Q :782487.9600
04763-b ~ 9L~~j _ E:2036845.7650 ELEV. = 283.48'
C~ ~ s 04763 8 i ~ N:767653.8910 s s
~~F ~ ~9 0 N:774042.1570 E:2040489.0220 9 E:203 417.5010
_ ~ 9 9 ELEV. - 332.56 p ~ ELEV. = 2. ' G~-E P P~~~ P~
35 80 ~~~PN
R2000-25 i -SR 2- B ~ TRIAN LE PARKYVAY C LLO~ G~~~ -LN B- POT 18 + 00.00 O BEGIN CONSTRUCTION
04763-3 N:763956.9710
N:758718.8490 E:2041797.8460
E:2042925.1290 ELEV. = 303.37' O~
ELEV. = 3$6.88' p -sR 1- A
0
~p
04763-12
_y~_ N:787183.8560
~ 04763-7 ` DgV~s pR E:2040174.4410
~ N:772505.2880 ~y 04763-9 SR 1999 ELEV. = 315.03'
E:2040618.2500
~y ELEV. - 326.08' N:774179.5360
~ E:2040684.7970 04763-5 ELEV. = 348.69' I
N:764954.8520
E:2042741.1300 m -LNB- POC 56 + 00.00 ~o
04763-1 04763-2 ELEV. =348.45'
N:759472.6180 m U N:760983.2900 A - 04026-7 (70) END CONSTRUCTION ~G,p
E:2047126.9270 N E:2045713.3930 Z N:779822.5560 ti~
ELEV. = 351.86' - Z E ELEV. - 353.78 n H ~ 4 0 EI E:2041232.5830 04026-8 (80) ELEV. = 321.05' N:780751.7090 04763-13
(DESTROYED) D ~ RF N:788284.9250 E:2041605.4930 E:2040562.0730
~ ro Ol mo ? ^ ~ ELEV. = 321.30' ELEV. = 338.76'
N 2 a so
m ~ ~ yF m a ~ Rti
~ 0 ~4i
D I ~R .t Oq
0
0 ~ s
A Oo~~ ®~'s
O Ddb
04763-4
N:762822.5260
E:2048333.9580
ELEV. = 368.71'
NOTES:
THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
PROJECT CONTROL DATA AT:
HTTP: \~1TWW.DOH.DOT.STATE.NC. US?PRECONSTR UCT/HIGHWAY/LOCATION/PROJECT
FILE :04763 LS CONTROL OSOZZZ.TXT j
THE ~OCA~IZED COORDINATE SYSTEM DEVE)_OPED FOR THIS PROJECT FILE :04763 LS BASELINE 080111. TXT
FILE :04763 LS GPSCALIB OSO111.TXT
IS BASED ON THE STATE PLANE COORDINATES ESTAB)_ISHED BY FILE :04763 LS LOCAL 080111. TXT
NCDOT FOR MONUMENT "R-2000-26"
WITN NAD 1983/95 STATE PANE GRID COORDINATES OF FILE :04763 LS WGS84 080111. TXT
NORTHING 765141.403(ftl FASTING. 2040223r34q(ft) INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT BY THE NCDOT LOCATION AND SURVEYS UNIT.
(GROUND TO GRID) IS: 0,99991540
PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
THE N. C, LAMBERT GRID BERING AND CONTROL NETWORK FOR 04763 ESTABLISHED USING STATIC GPS FROM
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"R-2000-26" TO STATION 102+38.18 IS NCGS HARN MONUMENTATION.
2°19`35" 3099.795'
ALL LINEAR DIMENSIONS ARE ~OCA~IZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
NOTE: DRAWIN N T T G 0 0 SCALE
i

o~ o~
N PROJECT REFERENCE NO. SHEET NO.
U-47638 1-D
BL1 OGLE PARKT~VA Location and Surve s
POINT DESCe NORTH EAST ELEVATION L STATION OFFSET
BLB
101 BL-101 76134608890 204561109030 346089 13+25x22 POINT I DESCo NORTH EAST ELEVATION LNB STATION OFFSET
108026 RT 02 BL-102 76173904950 204545505870 349°56 17+70065
72028 RT U4763-11 78248709600 203684507650 283048 OUTSIDE PROJECT LIMITS I
103 BL-103 76211204690 204528203 B11 650 340097 21+70052 9067 RT
177 104 BL-104 76251401230 2045061x9770 336026 26+28062 6 a 40 LT 176 BUB-177 78315701480 2037067.2570 285.22 OUTSIDE PROJECT LIMITS
105 BL-105 76284903010 204484307970 333e93 30+2900 - 3 4080 L1 175 BLB-176 78376807820 203738109140 296029 12+50017 367093 LT
106 BL-106 76316703190 20446107560 334001 34+29009 BLB-175 78424706430 203781000360 304.08 18+92°02 342083 LT
4067 LT 174 BLB-174 78475506210 203828103390 304428 25+83082 302098 LT
107 BL-107 76330901980 204447700280 329000 36+18019 i:i 80__, 173 BLB-173 785206°0350 203871502190 305°52 32+13094 251062 LT
108 BL-108 76342805070 204437008470 308048 37+7801 172 2 7035 LT BLB-172 78567706650 2039122.6990 307063 38+48028 204025 LT
109 BL-109 76363107390 204418505150 314039 40+530 171 21 1027 RT BLB-171 78614306130 203945501570 305084 44+30°32 183006 LT
110 BL-110 763819x5030 204397808120 333081 43+32048 170
2083 LT BLB-170 78663909530 203977204340 305063 50+31048 157065 LT
111 BL-111 76397106110 204380600290 330092 45+62469 B12 4021 LT U476~-12 78718308560 204017404410 315003 OUTSIDE PROJECT LIMITS
616 BL-16 76414500220 204361506170 305078 48+20x21 1027 LT
615 BL-15 76439405140 204333606090 298068 51+9405
0 0041 LT 614 BL-14 76465004240 2043044n4600 316030 55+82487
3049 LT
613 BL-13 76491204280 204275206970 BY3 343e18 59+75000 1076 LT
POINT 612 BL-12 76522000000 204240507510 324028 64}38065 2068 LT DESCo NORTH EAST ELEVATION Y7 STATION OFFSET
611 BL-11 76544401470 204215609350 338026 67+73x54
0 0 68 LT 250 200 BL-200 76588405080 2041737x1730 341060 73+79086 BY3-250 76432800630 204012606090 312056 138+57.54 11025 LT
49018 RT 251 BY3-251 764707.6720 2040446.8050 312013 143+54°16 10020 LT
201 BL-201 766064n1440 204158206930 318x19 76+14069 80065 RT 252 BY3-252 76508507920 204077103430 314037 148+52043 4°86 LT
202 BL-202 766565x3860 204122200280 315025 82+27007 253 210087 RT 765482.3770 204109700010 317064 153+65056 10055 LT
203 BL-203 76700903930 204114301680 318x90 254
86 85028 438080 RT 204 BL-204 76731404620 204083908100 318033 91+85051 A201 BY3-254 76578501020 204135103260 319009 157+60094 10449 LT
307035 RT 766064°1440 2041582°6930 318019 161+23041 12078 LT
6 04763-6 76765308910 204048900220 332056 96+3800 255 0 51014 RT BY3-255 766289.7250 204177503230 316.38 164+20x04 10035 LT
601 BL-1 76806200590 204042905550 322012 100+ - 256 51075 53073 R1 BY3-256 766647°9310 2042075x6450 314x24 168+87049 10076 LT
116 BL-116 768300x6920 204039301160 257 341069 102+93015 52053 RT BY3-257 76702507640 204256604440 312028 175+06062 93001 RT
258 117 BL-117 76859202880 204034700330 352003 105+88035 BY3-258 76737501560 204305902380 317046 181+32069 97477 RT
49053 RT BY3-259 767552.6510 204364305460 343.65 187+65454 167021 RT
118 - 259 BL 118 76907509020 204033600820 353012 110+68x37 109°32 RT 260 BY3-260 767784.3150 2044150.9530 360056 193+21030 102006 RT
119 BL-119 76944604740 204043204210 339x82 114+20091 258074 RT 261
120 BL-120 76967306530 204025405750 339022 116+71062 BY3-261 76795903660 204467600310 382022 198+74075 95062 RT
115097 RT 262 121 BL-121 76996705580 2040145x3960 331048 119}78032 BY3-262 76813809890 204522402050 406029 204+51059 91088 RT
50088 RT
122 BL-122 77020902550 204010609990 326003 122+23°03 48x20 RT
123 BL-123 770448n7820 204006802140 297064 124+65065 BY3A 44 0 80 RT
o~ 124 BL-124 77 POINT 0720x7390 2040027x3010 301009 1~7+40067 44004 RT DESCo NORTH EAST ELEVATION Y7 STATION OFFSET
25 BL-125 77102901290 203998101330 318017 130+52050
43441 RT A256
~ 126 BL-126 77135104050 ~ 203993305640 321019 133 78026 43041 RT 76664709310 204207506450 314024 168+87049 10°76 LT
° 127 ~ - ~ 269 B~ 127 77165707870 203988707150 31033 136+88x06 42079 RT BY3A-269 766862x1470 2042162x9240 314084 171+06°22 82088 LT
~ 268 128 BL-128 77187102250 203985104190 309x91 139+04x51 BY3A-268 76723400970 204254503670 320046 176+27020 78045 LT
38006 RT 267 129 BL-129 77213900030 2039813x7040 293014 141+74092 BY3A-267 76758608640 204304901840 325078 182+25033 92092 LT
39085 RT 266 i BY3A-266 76786604380 204360800880 343066 188+29098 141.96 LT
~ 130 BL-130 772627e8170 203971708710 311004 146+72049 16043 RT 265 BY3A-265 76803309640 204425702440 367020 194+98072 103023 ~T
~ 131 BL-131 77311306940 203960906370 331012 151 68097 264 19069 LT BY3A-264 76820708420 204484506780 392053 201+12014 89022 LT
~ 132 BL-132 77351006290 263 203949804920 338e09 155 78000 71066 LT BY3A-263 768401.8450 204544506390 415050 207+42069 90.85 LT
133 BL-133 77382201410 2039451x4500 350050 158+94057 68073 LT
8 04763-8 77404201570 203941705010 352080 161+18e14 ~ 63°23 LT
134 BL-134 77462601870 203919003810 353050 167+41034 165049 LT I
~ 135 BL-135 77517803260 2039050°4770 328096 173+17054 BYIREV i I
~ 165038 LT
~ 136 BL-136 77562409910 203892205450 312050 177+87050 POINT C ~ 162083 LT DESCo NORTH EAST ELEVATION Y2REV STATION OFFSET I!
37 BL-137 77602904150 203880505920 294080 182+12084 !T ~ 148060
138 BL-138 776502e6600 - 6972 203866305060 297010 187+10n85 12100 ~~l 773590.4940 203692403660 355090 32+33002 6.60 LT
0 6920 ~ 139 BL-i39 77677504600 203855907370 301003 190+05013 77379608360 203815409010 350.03 44+86066 67042 LT
117099 LT 77404201570 203941705010 352080 57+72085 60015 LT
140 gL- A8 140 777151x1590 2038433°9950 308015 194+03003 88016 LT 7043 774450.9610 204188504890 375008 82+68.34 30099 LT
L 141 BL-141 77738205120 203835506260 311e82 196+47052 65026 LT 7150
~ 142 BL-142 77765902310 2038233e8680 302098 199+51004 57074 LT 774233.7420 204245207920 398010 88+67024 24053 RT
143 BL-143 77789100450 203814908200 294082
~ 201 96038 32030 LT
z 144 BL-144 77820601290 203802100490 287014 205+36008 10079 LT
~ 145 BL-145 77847103090 203789901950 285074 ~ 208 27086 4x80 LT
BY2 E 146 BL-146 778973x3280 203769103630 278025 213+70026 0 27 0 09 RT PO 1 NT DI
~ 147 BL-147 77945300610 203747507900 263022 218+95°98 DESCo NORTH EAST ELEVATION Y3 STATION OFFSET
~ 42029 RT
i 148 BL-148 77970900450 203734005630 264040 221 85032 32023 RT 502 BY2-502 78187503100 2036343.3670 302074 18+62061 33050 LT
~ 149 BL-149 77985902500 203725705270 278049 A500 3 223 56070 23000 RT 781652°0771 203672704020 UNKNOWN 23*05077 32.77 LT
~ 150 BL-150 78013801260 2037129°3770 287074 226+63054 29029 RT 501 BY2-501 78124206970 2037431.6720 317090 31+20038 32053 LT
0 - ~ 151 BL-151 78057204030 203687004900 308x35 231+66084
~ 16032 LT
~ 152 BL-152 780935e2410 20367630369 } 0 290069 235 44036 12038 RT i
10 04763-10 78119103390 203666201600 282011 238+15062 29072 LT
~ 500 PO I NOT SET 78165200771 203672704020 UNKNOWN 242+75099 62095 RT
~ 11 04763-11 78248709600 2036845x7650 283048 OUTSIDE PR
OJECT LIMITS
~ 160 BL-160 7 82889°4180 203711201280 285073 OUTSIDE PROJECT LIMITS
~ 161 BL-161 78325500000 203740705550 287034 OUTSIDE PROD ECT LIMITS
~G 162 BL-162 78362 0 0 203771604430 285062 OUTSIDE PROJE CT LIMITS NOTES:
~ 163 BL-163 78405504730 203807509720 289026 OUTSIDE PR
~ OJECT LIMITS THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
164 BL-164 78446102810 203840804480 293056 OUTSIDE PROJECT LIMITS ~ PROJECT CONTROL DATA AT.•
~ 165 BL-165 784949x1400 203880903500 295023 OUTSIDE PROJE T ~ C LIMITS HTTP: ~~11W4V.DOH.DOT.STATE.NC.US?PRECONSTRUCT/HIGHWAY/LOCATION/PROJECT
~ 166 BL-166 785496e6780 2039238°0950 299006 OUTSIDE PROJECT ~ LIMITS F
~ 167 BL-167 78579003110 203951904850 300026 OUTSIDE PROJECT FILE U4763 LS CONTROL 080111. TXT
~ LIMITS FILE U4763 LS_BASELINE 080111. TXT ~ni~~'1~~
~ 168 BL-168 78617704780 203976806180 303°91 OUTSIDE PROJECT F o LIMITS FILE U4763 LS GPSCALIB 080111. TXT BopZ ~~i~
N 169 BL-169 78677401410 204006100880 309 F 037 OUTSIDE PROJECT LIMITS FILE : U4763_LS_LOCAL 080111. TXT ~ ~
12 U4 - F 763 12 78718308560 2040174°4410 315003 OUTSIDE PROJECT LIMITS FILE U4763 LS_WGS84_080111.IXT
~v O°' 13 04763-13 78828409250 204056200730 338x76 OU
0o TSIDE PROJECT LIMITS N \ i o
m Ri
nc, o
I

PROJECT REFERENCE NO. SHEET NO.
N U-47636 1-E
(D
EET Location and Surve s
•
x~x*x~~~x~x~~*xxx~xx*x~*~z~~*~~*~x~~*~** ~xxxx*x~~~x~~xx~~*xx*~xxx~~xxxxxxxxx~x~~
TBM1 ELEVATION = 347n39 TBM13 ELEUATION = 336e90
N 761393 E 2045806 N 770007 E 2040267 TBM25 ELEVATION = 270022
N 778067 E 2038330
BL1 STATION 29+39 199 RIGHT BL1 STATION 136+52 126 RIGHT BL1 STATION 219+27 233 RIGHT
TBM2 ELEVATION = 344056 TBM14 ELEVATION = 290068 TBM26 ELEVATION = 268003
N 762082 E 2045062 N 770412 E 2039814 N 778574 E 2038074
BL1 STATION 38+60 208 LEFT BL1 STATION 141+21 257 LEFT
BL1 STATION 224+92 201 RIGHT
TBMS ELEVATION = 355043 TBM15 ELEVATION = 324030 TBM27 ELEVATION = 260074
N 762623 E 2044659 N 771042 E 2040148 N 779480 E 2037315
BL1 STATION 45+50 278 LEFT BL1 STATION 146+95 167 RIGHT BL1 STATION 236+32 130 LEFT
TBM4 ELEVATION = 346083 TBM16 ELEVATION = 324044
N 763177 E 2044330 N 771690 E 2040120 TBM28 ELEVATION = 281047
N 780157 E 2037341
BL1 STATION 52+25 198 LEFT BL1 STATION 153+40 234 RIGHT BL1 STATION 242+30 200 RIGHT
TBMS ELEUATION = 306052 TBM17 ELEVATION = 294044 TBM29 ELEVATION = 302095
N 763428 E 2043967 N 772118 E 2039591
BL1 STATION 56+87 298 LEFT BL1 STATION 158+51 223 LEFT N 783200 E 2036906
BL1 STATION 273+65 356 LEFT
TBM6 ELEVATION = 303089 TBM18 ELEVATION = 340082 TBM30 ELEVATION = 300045
~ N 763796 E 2043627 N 773101 E 2039794 N 783710 E 2038170
BL1 STATION 61+86 250 LEFT BL1 STATION 167+72 177 RIGHT
BL1 STATION 285+60 293 RIGHT
i
~ ~~~~~~~~~~~~*~~~~~~~*~~~W~~~~~~~~~~~~~~~
TBM7 ELEVATION = 311079 TBM19 ELEUATION 338031
TBM31 ELEVATION = 293083
N 764537 E 2043553 ~ N 773769 E 2039281 N 784866 E 2038911
BL1 STATION 67+37 250 RIGHT BL1 STATION 175+25 176 LEFT BL1 STATION 299+22 131 LEFT
a~
s
o
L
~ TBM8 ELEVATION = 316030 _ TBM20 ELEUATION - 354054
~ N 764820 E 2043034 TBM32 ELEVATION = 316059
N 774705 E 2039589 N 785764 E 2039611
~ BL1 STATION 73+13 119 RIGHT BL1 STATION 183 30 400 RIGHT BL1 STATION 310+51 91 RIGHT
L 7
x~ x x x x x x~ x x x x~~~ x x* x x* x~~ x x~ x x x~ x x x x x x x x
m xxxxx~~x~~x~~~~~~~~~~**x~xx~x~x~xxzxxx~~ ~ xx~~x~xxxxxxxxxxxxxxxxx~~xxxxxxxx~xxxxxx
z xxx~xx~xxx~~~xxx~xxx~~~x~x~*~xxxxx~~~x~x
z TBMS ELEVATION = 322049 r~; TBM21 ELEUAT, 3310 61 TBM33 ELEVATION = 312076
~ N 765358 E 2042611 N 775208 E 2038975
o BL1 STATION 79+86 239 RIGHT N 787372 E 2039959a'~q^~,scr
~ BL1 STATION 190+20 64 LEFT BL 1 STATION 326 + 80 265 LEFT 8QOz s
H ~
J1 * * * * * * * I * * X * * * # .X * X .W. k X X X * * .7. K. * .W. # W. X Y M * .W. Y
3 ~ xxxxxxx~xxxxxx~xx~~xxz~x~~~~x~~~x~xxxxx~ ~xx~~x~xx~xx~xx~x~xxxxxxxx~~~~*xxx~xxxxx
® ~
~ TBM10 ELEVATION = 328x91 TBM22 ELEVATION = 327018
N 768048 E 2040164 N 775942 E 2038573
BL1 STATION 116+53 265 LEFT BL1 STATION 198+37 248 LEFT

3
~ xx*~x~~*x~xx~x~~~~~xx~x~xx~~~xxx~~xx~~x~ *~xx~x~x~~x~~~x~x~~xxxx~~~~~~~~~~~x~~~xx L
~ TBM11 ELEVATION = 342028 TBM23 T = ELEVA ION 284033 NOTES:
~ N 768546 E 2040121 N 776855 E 2038780 o~ THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
~ BL1 STATION 121+53 230 LEFT BL1 STATION 206+48 234 RIGHT PROJECT CONTROL DATA AT: '
L HTTP: \WWVV.DOKDOT.STATE.NC. US?PRECONSTRUCT/HIGHWAY/LOCATION/PROJECT
~ ~ x x x x x~ x x x x x x x x x~ x x x x x x x~ x x~ x x~ x~ x x~ x x x x x x x~ x x~ x~ x~~~ x x~ x~ x x x~~ t~~~ x x x x x x x~ x x~~~ FILE : U4763 LS CONTROL 080111.TXT
FILE : U4763 LS BASELINE 080111. TXT
~ ~ ~ * x ~ x x ~ x ~ x ~ ~ x ~ ~ x x ~ ~ ~ x ~ x x x x ~ x x ~ ~ x ~ ~ x ~ x * ~ ~ ~ ~ * * * ~ x x x ~ x x ~ ~ x x ~ x x x ~ x x x ~ ~ ~ x ~ ~ * t ~ ~ ~ x x x ~ FILE : U4763 LS GPSCALIB 080111.TXT
N ~ TBM12 ELEVATION = 335026 TBM24 ELEVATION = 329°12 FILE : U4763 LS LOCAL 080111.TXT
FILE : U4763 LS WGS84 080111. TXT
~ N 769428 E 2040068 N 777272 E 2038123
N BL1 STATION 132+40 298 LEFT BL1 STATION 212+53 256 LEFT
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~C7

N PROJECT REFERENCE NO. SHEET NO.
(D U-47636 1-F
E~T Location and Surve s
GPS CALIBRATION REPORT
SUMMARY
PROJECT ~ 04763 MAXIMUM ERROR ROOT MEAN SQUARE ERROR POINT
HORIZONTAL AL 0°011SFT 0°001 DERWARD_GPS
TIP NUMBER U-4763 VERTICAL 0°077SFT !~°012 04763-3 GPS
THREE-DIMENSIONAL MENSIONAL 0°077SFT 0°011 U4763-3 GPS
USER NAME TALFORD DATE & TIME 12~13~19 PM
1/8/2008
COORDINATE SYSTEM SITE(AT GROUND) ZONE NORTH CAROLINA POINT RESIDUALs POINT RESIDUALS
3200
HORIZONTAL DATUM HARN NAD 1983/95 ( CONUS ) WGS84 COORDINATES CALCULATED POINT LOCAL COORDINATES JA TES WGS84 COORDINATES CALCULATED POINT LOCAL COORDINATES
FOR DISPLAY ONLY FOR DISPLAY ONLY
VERTICAL DATUM NAVD 88 GEOID MODEL GEOID03 (CONUS) NC POINT GUNTER_GPS NORTHING 716788.334SFT POINT GUNTER
SUB GRID LATITUDE 35°43'09.82217"N FASTING 1954312.7O3SFT NORTHING 716788.337SFT POINT 04763-7_GPS NORTHING 772505°288SFT POINT 04763-7 3°337SFT LATITUDE 35°52'20°90149"N FASTING 2040618°249SFT NORTHING 772505°288SFT
COORDINATE UNITS US SURVEY FEET LONGITUDE 79°09'14.01714"W ELEVATION 418.848SFT FASTING 1954312.711SFT '°711SFT LONGITUDE 78°51'46°44000"W ELEVATION 326°078SFT FASTING 2040618°250SFT
DISTANCE UNITS US SURVEY FEET HEIGHT 316,848SFT HORZ ERROR 0.0O8SFT ELEVATION 418.857SFT 3°857SFT HEIGHT 221°821SFT HORZ ERROR 0°000SFT ELEVATION 326°080SFT
HEIGHT UNITS US SURVEY FEET VERT ERROR 0.O1OSFT UTILIZED HORZ AND VERT aND VERT VERT ERROR 0°003SFT UTILIZED HORZ AND VERT
3D ERROR 0.O13SFT QUALITY CONTROL QUALITY QUALITY 3D ERROR 0°003SFT QUALITY ADJUSTED QUALITY
LOCAL SITE INFORMATION
LOCALIZED AROUND
LATITUDE 35°51'08.08411"N POINT A EARL SMITH_GPS NORTHING 727656.219SFT POINT A EARL SMITH IITH POINT 04763-8_GPS NORTHING 774042°157SFT POINT 04763-8
LONGITUDE 78°51'51°36052"W LATITUDE 35044`57.33802"N FASTING 2O43745.083SFT NORTHING 727656.218SFT °218SFT LATITUDE 35°52'36°11592"N FASTING 2039417°501SFT NORTHING 774042°157SFT
LONGITUDE 78 51 09.25775"W ELEVATION 488.260SFT FASTING 2043745.O74SFT SITE SCALE FACTOR 1°0000846100 HEIGHT 382.882SFT HORZ ERROR 0.009SFT ELEVATION 488°319SFT i,074SFT LONGITUDE 78°52'01°00425"W ELEVATION 352°801SFT FASTING 2039417°501SFT i
°319SFT HEIGHT 248°622SFT HORZ ERROR 0°000SFT ELEVATION 352°798SFT
HEIGHT 187°140SFT VERT ERROR 0.059SFT UTILIZED HORZ AND VERT aND VERT VERT ERROR 0°003SFT UTILIZED HORZ AND VERT
3D ERROR 0.06OSFT QUALITY CONTROL DUALITY QUALITY 3D ERROR 0°003SFT QUALITY ADJUSTED DUALITY
THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION USES A LOCALIZED
COORDINATE SYSTEM POINT DERWARD_GPS NORTHING 760857.383SFT POINT DERWARD POINT 04763-9_GPS NORTHING 774179°537SFT POINT 04763-9
WHICH IS VERY SIMILAR TO NORTH CAROLINA ZONE 320 0 FROM WHICH IT IS LATITUDE 35°50'23.37730"N FASTING 21247O3.2O9SFT NORTHING 76O857.384SFT '°384SFT LATITUDE 35°52'37°45741"N FASTING 2040684°797SFT NORTHING 774179°536SFT
DERIVED. LONGITUDE 78°34'45.40165"W ELEVATION 34O.051SFT FASTING 21247O3.22OSFT 3°220SFT LONGITUDE 78°51'45°60329"W ELEVATION 348,675SFT FASTING 2040684°797SFT
PLEASE TAKE CARE IN UTILIZING THESE COORDINATES TO ELIMINATE CONFUSION OF HEIGHT z31.838sFT HoRZ ERROR 0.011sFT ELEVATION 340.124SFT VERT ~!i ? UTILIZED HORIZONTAL 1°124SFT HEIGHT 244°450SFT HORZ ERROR 0,000SFT ELEVATION 348°693SFT ~IZONTAL VERT ERROR 0°018SFT UTILIZED HORZ AND VERT
THE TWO SYSTEMS. 3D ERROR 0.O11SFT DUALITY CONTROL DUALITY QUALITY 3D ERROR 0°018SFT QUALITY ADJUSTED QUALITY
THIS FILE IS TO AID IN THE USE OF REAL TIME KINEMATIC (RTK) GPS DURING
CONSTRUCTION LAYOUT° II

POINT TURNKEY_GPS NORTHING 814337.8O4SFT POINT TURNKEY LATITUDE 35°59'14.51013°N FASTING 20454O9.574SFT NORTHING 814337.8O3SFT POINT 04763-10_GPS NORTHING 781191°339SFT POINT 04763-10
DATUM TRANSFORMATION PARAMETERS LONGITUDE 78°50'47°43885"W ELEVATION 371.089SFT FASTING 20454O9.572SFT '°803SFT LATITUDE 35°53'46.84994"N FASTING 2036662°160SFT NORTHING 781191°339SFT 3°572SFT LONGITUDE 78°52'34.37550"W ELEVATION 282.093SFT FASTING 2036662°160SFT
HEIGHT 267.57OSFT HORZ ERROR 0.0O3SFT ELEVATION 371.121SFT °121SFT HEIGHT 178°179SFT HORZ ERROR 0°000SFT ELEVATION 282°106SFT
~ DATUM TRANSFORMATION COMPUTATION NOT REQUESTED VERT ERROR m.m3zsFT UTILIZED HORIZONTAL ~IZONTAL VERT ERROR 0°014SFT UTILIZED HORZ AND VERT
~ 3D ERROR 0.O32SFT DUALITY CONTROL QUALITY QUALITY 3D ERROR 0°014SFT QUALITY ADJUSTED QUALITY
~ UPDATED DEFAULT PROJECTION (TRANSVERSE MERCATOR) DEFINITION
POINT 04763-1_GPS NORTHING 759472.619SFT POINT 04763-1 POINT 04763-11_GPS NORTHING 782487°960SFT POINT 04763-11
UPDATED DEFAULT PROJECTION NOT REQUESTED LATITUDE 35°50'11.92309 N FASTING 2O47126.93OSFT NORTHING 759472.618SFT '°618SFT LATITUDE 35°53'59°66999"N FASTING 2036845°766SFT NORTHING 782487,960SFT
vi LONGITUDE 78°50'27.61219°W ELEVATION 351.867SFT FASTING 2047126.927SFT ~i HEIGHT 247.088SFT HORZ ERROR 0.OO3SFT ELEVATION 351.864SFT i°927SFT LONGITUDE 78°52'32°12425"W ELEVATION 283°449SFT FASTING 2036845°765SFT
°864SFT HEIGHT 179°558SFT HORZ ERROR 0°000SFT ELEVATION 283°477SFT
~ HOR VERT ERROR 0.0O3SFT UTILIZED HORZ AND VERT ~ IZONTAL ADJUSTMENT PARAMETERS 3D ERROR 0.OO4SFT QUALITY ADJUSTED DUALITY aND VERT VERT ERROR 0°028SFT UTILIZED HORZ AND VERT
d QUALITY 3D ERROR 0°028SFT QUALITY ADJUSTED QUALITY
~ NORTHING COORDINATE OF
~ ROTATION CENTER 770284.699SFT
POINT 04763-2_GPS NORTHING 760983.291SFT POINT 04763-2 (DESTROYED) (DESTROYED) POINT 04763-12_GPS NORTHING 787183°856SFT POINT 04763-12
FASTING COORDINATE OF LATITUDE 35°50'26.88453"N FASTING 2O45713.396SFT NORTHING 76O983.29OSFT 3°290SFT LATITUDE 35°54'46.06458"N FASTING 2040174°441SFT NORTHING 787183°856SFT
~ ROTATION CENTER 2040902.170SFT LONGITUDE 78°50'44.75072"W ELEVATION 353.794SFT FASTING 2045713.393SFT 3°393SFT LONGITUDE 78°51'51,58860"W ELEVATION 314,913SFT FASTING 2040174°441SFT
ROTATION ABOUT THE CENTER HEIGHT 249.1O2SFT HORZ ERROR 0.OO2SFT ELEVATION 353.782SFT 3°782SFT HEIGHT 210,995SFT HORZ ERROR 0,000SFT ELEVATION 315°034SFT
~ POINT 0°PO'p G° VERT ERROR 0.O12SFT UTILIZED HORZ AND VERT aND VERT VERT ERROR ? UTILIZED HORIZONTAL QUALITY 3D ERROR 0°000SFT QUALITY ADJUSTED QUALITY
~ TRANSLATION NORTH -0.013SFT 3D ERROR 0.O13SFT DUALITY ADJUSTED DUALITY
TRANSLATION EAST -0°002SFT
° SCALE FACTOR 1.00000034 I
~ POINT 04763-3_GPS NORTHING 758718.85OSFT POINT 04763-3 POINT 04763-13_GPS NORTHING 788284°925SFT POINT 04763-13
° LATITUDE 35°50'04°53246"N FASTING 2042925.131SFT NORTHING 758718.849SFT U 3°849SFT LATITUDE 35°54'56°94776"N FASTING 2040562°074SFT NORTHING 788284°925SFT i°129SFT LONGITUDE 78°51'46°85799"W ELEVATION 338°625SFT FASTING 2040562°073SFT
VERTICAL ADJUSTMENT PARAMETERS LONGITUDE 78°51'18°65540"W ELEVATION 386.955SFT FASTING 2042925.129SFT ~ HEIGHT 282.322SFT HORZ ERROR 0.0O2SFT ELEVATION 386.877SFT i°877SFT HEIGHT 234°716SFT HORZ ERROR 0°000SFT ELEVATION 338°762SFT
L VERT ERROR 0.O77SFT UTILIZED HORZ AND VERT aND VERT VERT ERROR ? UTILIZED HORIZONTAL
~ NORTHING COORDINATE OF ORIGIN 3D ERROR 0.O77SFT DUALITI' ADJUSTED QUALITY QUALITY 3D ERROR 0°000SFT QUALITY ADJUSTED QUALITY
~ POINT 716788°334SFT m '(!m'~b
~ FASTING COORDINATE OF ORIGIN z
z POINT 1954312°703SFT ~ POINT 04763-4_GPS NORTHING 762822.529SFT POINT 04763-4
~ VERTICAL SEPARATION AT ORIGIN -(~°011SFT LATITUDE 35°50'45.03174"N FASTING 2O48333.961SFT NORTHING 762822.526SFT PS' ~'~S POINT 04763-14_GPS NORTHING 782598°720SFT POINT 04763-14 (DESTROYED) °526SFT ~d, ~~`~'O LATITUDE 35°54'00°79572"N FASTING 2034303,260SFT NORTHING 782598°720SFT
SLOPE NORTH 1°319PPM LONGITUDE 78°50`12.88624"W ELEVATION 368.664SFT FASTING 2O48333.9585FT E °958SFT 6yy ~ LONGITUDE 78°53'03°02501"W ELEVATION 304°946SFT FASTING 2034303°260SFT
° SLOPE EAST -1.146PPM HEIGHT 263.9O8SFT HORZ ERROR 0.O05SFT ELEVATION 368.710SFT ° °710SFT HEIGHT 201°159SFT HORZ ERROR 0°000SFT ELEVATION 304°933SFT
~ VERT ERROR 0.046SFT UTILIZED HORZ AND VERT H aND VERT VERT ERROR 0°012SFT UTILIZED HORZ AND VERT
3D ERROR 0.046SFT QUALITY ADJUSTED DUALITY QUALITY ® 3D ERROR 0°012SFT QUALITY ADJUSTED QUALITY
~ GEOID MODEL DEFINITION
~ GEOIDG3 ( CONUS) NC SUB GRID(2 ) POINT R2O00-25_GPS NORTHING 763956,969SFT POINT R2OOO-25 POINT 04763-15_GPS NORTHING 785012°287SFT POINT 04763-15
~ LATITUDE 35°50'56.34946"N FASTING 2041797.8455FT NORTHING 763956.971SFT °971SFT LATITUDE 35°54'24°70554"N FASTING 2030443°384SFT NORTHING 785012°287SFT
N _ LONGITUDE 78°51'32.25529"W ELEVATION 303°422SFT FASTING 2O41797.846SFT '°846SFT LONGITUDE 78°53'49.90883"W ELEVATION 283°351SFT FASTING 2030443°384SFT
~ HEIGHT 198.942SFT HORZ ERROR 0.0O2SFT ELEVATION 303.369SFT ~ RESIDUAL DIFFERENCES BETWEEN GPS (WGS84) AND LOCAL COORDINATES VERT ERROR 0.053SFT uuLIZED HoRZ AND VERT °369SFT HEIGHT 179°775SFT HORZ ERROR 0°000SFT ELEVATION 283°297SFT
z 3D ERROR 0.O53SFT QUALITY ADJUSTED DUALITY aND VERT VERT ERROR 0°053SFT UTILIZED HORZ AND VERT ) QUALITY 3D ERROR 0°053SFT QUALITY ADJUSTED QUALITY
3
i
~ POINT 04763-5_GPS NORTHING 764954.852SFT POINT 04763-5 POINT 04026-7_GPS NORTHING 779822°556SFT POINT 04026-7
~ N~ TES. LATITUDE 35°51'06.20431"N EASTii•J 2O42741.129SFT NORTHING 764954.852SFT °852SFT LATITUDE 35°53'33°25412"N FASTING 2041232°582SFT NORTHING 779822°556SFT
~ LONGITUDE 78°51'20.77997"W ELEVATION 348.483SFT FASTING 2O42741.13OSFT ~ HEIGHT 243.988SFT HORZ ERROR 0.OOISFT ELEVATION 348.454SFT °130SFT LONGITUDE 78°51'38°85109"W ELEVATION 320°979SFT FASTING 2041232°583SFT °454SFT HEIGHT 216°854SFT HORZ ERROR 0°000SFT ELEVATION 321°054SFT
THE CONTROL DATA FOR THIS PROJECT CAN BE FDUND ELECTRONICALLY BY SELECTING VERT ERROR ~.O28sFT UTILIZED HoRZ AND VERT aND VERT VERT ERROR 0°075SFT UTILIZED HORZ AND VERT
~ PROJECT CONTROL DATA AT: 3D ERROR 0.O28SFT DUALITY ADJUSTED QUALITY QUALITY 3D ERROR 0°075SFT QUALITY ADJUSTED QUALITY
~ HTTP: \WWW.DOH.DOT.STATE.NC. US~PRECONSTRUCT/HIGHWAY/LOCATION/PROJECT
FILE : U4763_LS_C0NTR0L_080111.TXT
FILE : 04763 LS BASELINE 080111.TXT POINT 04763-6_GPS NORTHING 767653.89OSFT POINT 04763-6 ~ LATITUDE 35°51'32.92709"N FASTING 2O4O489.O22SFT NORTHING 767653.891SFT POINT 04026-8_GPS NORTHING 780751°709SFT POINT 04026-8 '°891SFT LATITUDE 35°53'42°43736"N FASTING 2041605°493SFT NORTHING 780751°709SFT
~ FILE ; 04763 LS GPSCALIB 080111.TXT i°022SFT LONGITUDE 78°51'34°30306"W ELEVATION 321°206SFT FASTING 2041605. 493SFT
~ FILE ; U4 763 LS L0 AL LONGITUDE 78'51'48.09126"W ELEVATION 332.605SFT FASTING 204O489.O22SFT _ C _080111.TXT HEIGHT 228 N - .252SFT HORZ ERROR 0.OOISFT ELEVATION 332.563SFT '°563SFT HEIGHT 217°087SFT HORZ ERROR 0°000SFT ELEVATION 321°295SFT
FILE :04763 LS WGS84 080111.TXT VERT ERROR 0.O425FT UTILIZED HORZ AND VERT - - - aND VERT VERT ERROR ? UTILIZED HORIZONTAL
~ 0 3D ERROR 0.O42SFT DUALITY ADJUSTED QUALITY o~ l QUALITY 3D ERROR 0°000SFT QUALITY ADJUSTED QUALITY
°o N
. ~
\ _
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PROJECT REFERENCE NO. SHEET NO.
M U LK E Y U -47638 2 ENGINEERS Sc CCNSLILTANTS
Po 6oX 33127 Rl~/ SHEET NO. R.c~e~o w, N.C. 27636
[phone] [phone] (FAXI ROADWAY DESIGN PAVEMENT DESIGN WWW.MLILKEYINC.COM
C3 1 ENGINEER ENGINEER
C2 C2 D2 D~
Al 8" CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
E2 ~1~T~®Iy1II[~~1~ ~ l~~~N~ D® N®T USE F®R % W ACQUISITI®N
1 PROPOSED APPROXIMATE 1 V1" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, C AT AN AVERAGE RATE OF 168 LBS. PER SQ. YARD. ~~~AV I)® N®T USE F® C®NSTRUCTI®N
PROPOSED APPROXIMATE " A - "z-
C2 3 SPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, - AT AN AVERAGE RATE OF 168 LBS. PER SQ. YARD IN EACH OF 2 LAYERS 1 v4
MIN. 2 V4" 2 V4" -
PROPOSED VARIABLE DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B MIN. MIN. 3"
C3 AT AN AVERAGE RATE OF 112 LBS. PER SQ.YARD PER 1" DEPTH, TO BE PLACED
IN LAYERS NOT LESS THAN 1 V4" OR GREATER THAN 1 V1" IN DEPTH U MIN.
PROPOSED APPROXIMATE 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, C4
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YARD IN EACH OF 2 LAYERS SING DETAIL (W1~
PROPOSED APPROXIMATE 2 V1" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.06, D1
AT AN AVERAGE RATE OF 285 LBS. PER SQ. YARD
PROPOSED VARIABLE DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.06,
p2 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YARD PER 1" DEPTH, TO BE PLACED
IN LAYERS NOT LESS THAN 2 V4" OR GREATER THAN 4" IN DEPTH
C3
C2 PROPOSED APPROXIMATE 3 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.OC, C2 E2
D3 AT AN AVERAGE RATE OF 342 LBS. PER SQ. YARD
PROPOSED APPROXIMATE 4" ASPHALT _ El CONCRETE BASE COURSE, TYPE 625.06
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YARD -
PR P - 0 OSED VARIABLE DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.OB, -
E2 AT AN AVERAGE RATE F 1 1 4" . 0 14 LBS. PER SQ. YARD PER 1 DEPTH, TO BE PLACED V
IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5 V1" IN DEPTH. MIN. 3~~ 3" -
MIN. MIN.
PROPOSED APPROXIMATE 4 V1 ASPHALT CONCRETE BASE COURSE, TYPE B25.OC, E3
AT AN AVERAGE RATE OF 513 LBS. PER SQ. YARD U
Jl 6" AGGREGATE BASE COURSE
J2 8" AGGREGATE BASE COURSE ING DETAIL ~W2~
J3 VARIABLE DEPTH AGGREGATE BASE COURSE
Pl PRIME COAT
Rl 1'-b" CONCRETE CURB & GUTTER
RZ 2'-b" CONCRETE CURB & GUTTER
R3 5" MONOLITHIC CONCRETE ISLAND
R4 ARMORED CONCRETE CURB 4'-0"
PAVED DITCH
R5 4" CONCRETE ISLAND COVER
~C'/.~ ~ 4'-0" 14'-0"
R6 CONCRETE EXPRESSWAY GUTTER
S 4" CONCRETE SIDEWALK
T EARTH MATERIAL ~ O
R6 C4 D3 W
U EXISTING PAVEMENT 0.02 0.04
Wl WEDGING (SEE WEDGING DETAIL Wl)
W2 WEDGING (SEE WEDGING DETAIL W2) 6"
6„ J2 E3
NOTE: ALL PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE SHOWN.
T
m
r INSET NO. 1
r 0 TO BE USED IN CONJUNCTION WITH 1Sa~S~
TYPICAL SECTION No. 1 AS FOLLOWS: ~'Jfdd~ ~d~~dM"Q
r~ ~o FROM -L- STA. 195 + 50.00 TO -L- STA. 201 + 50.00 LT.
Q FROM -L- STA. 234 + 00.00 TO -L- STA. 236 + 00.00 RT. g®QZ s ~dW
~o
a 4 _
T 0
3
0
-L-
I N 6

~ 0 23 0 a 18'-0" 6'-0" 10'-0"
12'-0" 12`-0" 12'-0" 12'-0" 12'-0" VAR. 8'-0" VAR. 8'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"
3 TO 11'-0" TO 11'-0" „
Y ~ 10 -0 10 -0 o Z 10`-0" *FDPS I
FDPS a ~ ~ *FDPS 10'-0"
~ J 0~ rrW^~ LL FDPS
0 V ~ ~L Z O I
+ = LL C4 CROWN GRADE GRADE POINWN C4 ~ ORIGINAL
POINT GRADE o POINT POINT POINT u SR~~UND
0.02 0. 8 0.04 _0.02 - 0_04 0.08 8 0,04 J 0.0. 00 J 0.02 0.02 _ ~ 0.04 _
~ ~ ba 6:1 0.08 ~ 3•~ ORIGINAL
0 ° b,l GROUND
N ORIGINAL ~ b„ v GROUND 18.5 18.5 8' V.C. 6:1 6:1 j 18.5" ~ 6„ ~ -
D3 E3 GRADE TO J2 b" 6" J2 GRADE TO E3 D3
° THIS LINE a VARIABLE 'l.• T T T THIS LINE T
SLOPE m
ORIGINAL * FDPS = FULL DEPTH PAVED SHOULDER
° GROUND
~ TYPI CAL SECTION N0. 1 N ADD 3'-0" FOR GUARDRAIL NOTE:
USE TYPICAL SECTION No. l AS FOLLOWS: USE 4:1 OR FLATTER CUT SLOPE AS FOLLOWS:
WHEN THESE DISTANCES INDICATE SLOPES FROM -L- STA. 102+38.18 TO -L- STA. 137+90.07 BEGIN BRIDGE (NBL) FROM -L- STA. 102 + 38.18 TO TO -L- STA. 125 + 00.00 (LT) ~E (NBL) FROM -L- STA. 223+00.00 TO -L- STA. 236+00.00 (LT)
07.19 BEGIN BRIDGE (NBL) FROM -L- STA_ 242 + o~_n~ Tn -I _ STA add 5(1 nn n r~
o OUTSIDE THE LIMITS OF 6:1 TO 2:1 THE FROM -L- STA.139+12.42 END BRIDGE (NBL) TO -L- STA. 160+07.19 BEGIN
DISTANCE BECOMES VARIABLE AND THE I-KUM -L- sIA. 161+11.04 END BRIDGE (NBL) TO -L- STA. 218+11.94 BEGIN B 1.94 BEGIN BRIDGE (NBL)
FROM -L- STA. 221+51.94 END BRIDGE (NBL) TO -L- STA. 250+50.00 MAXIMUM OR MINIMUM SLOPE MAINTAINED. 50.00

PROJECT REFERENCE NO. SHEET NO.
M U L K EY U -47636 2-A ENGINEERS Sc CONSL.I LTANTS
PO Box 33127 RAN SHEET NO. RALEIp H. N.C. 2763fi
[phone] 191 W 851-1918 (FAX) ROADWAY DESIGN PAVEMENT DESIGN WWW.MLJLKEYINC.COM
ENGINEER ENGINEER
7~D® NDT USE FA®R % W AC~UISITI®N
JC" ~~~~~~l~l ~~~1V
D® N®T USE F® C®NSTRUCTI®N
-Y - - - - P - BF Y F Y
10'--0" 6'-0" 18'-0" 12'-0" VAR. 4'-0" VAR. 12'-0" 14'-0" 18'-0" 6'-0" ~o'-o" A7 8" CONT. REINF.
0 11'-10 TO 19'-3"
• I CONC. PAVEMENT
VARIES VARIES Cl 1 V1" S9.5B
1'-0" TO 1'-0" TO ~ 5'-0" 12'-0„
~ *FDPS I *FDPS
z C2 3" S9.5B
ORIGINAL 0 C2 GROUND LL
~~~"%A~~ns ~ , v ORIGINAL C3 VAS9 56TH
ORIGINAL SST. EXIST. I EXIST, EX GROUND ~ ~`~I _ Z ~ , ~~4UND _ ~ ~3~ ~ ORIGINAL C4 4" 512.5C
6.~ - _ _ ~ ~~„~?„~JND D7 2 1~ 119.06
1 8 V.C. - 1 --0-" - 8 V.f
VARIABLE - - a s VARIABLE STTLOPE
SLOPE T * VAR. DEPTH
T FDPS = FULL DEPTH PAVED SHOULDER D2 119.06
ADD 3'-0" FOR GUARDRAIL D3 3 119.OC
El 4" B25.OB WHEN THESE DISTANCES INDICATE SLOPES
TYPICAL SECTION NO. 2 OUTSIDE THE LIMITS OF 6:1 TO 2:1 THE E2 VAR. DEPTH
DISTANCE BECOMES VARIABLE AND THE B25.OB
USE TYPICAL SECTION No, 2 MAXIMUM OR MINIMUM SLOPE MAINTAINED. E3 3" B25.OC
FROM -YBFLY- STA. 16+90.59 TO -YBFLY- STA. 19+43.09 (OPP. HAND)
FROM -YBFLY- STA. 22+73.09 TO -YBFLY- STA. 31+73.00 (OPP. HAND) FROM -YRPA- STA. 36+00.00 TO -YRPA- STA. 40+00.00
FROM -YRPA- STA. 43 + 30.00 TO -YRPA- STA. 52 + 70.50 J1 6" ABC
FROM -YCFLY- 10+00.00 TO -YCFLY- 14+10.10
J2 8" ABC
J3 VAR. DEPTH ABC
Pl PRIME COAT
-RP- F P T L L E I ECTION~ Rl 1'-6" coNC.
ETC LAN E
11 `-0" CURB & GUTTER
( M LANE) 10 0 ~ 2'-6" CONC.
CURB & GUTTER
1'-0" 1 "-0" R3 5" MONO. CONC.
I ISLAND
ORIGINAL GROUND GRADE R4 ARMORED ORIGINAL CONC. CURB
V POINT ~O~UND R5 4" CONC. ISLAND
I I f~•
'fix. RI 1 AI R4 R4 AI RI p,R• 3 vP~ 3:~ ~ COVER
v R6 CONC. EXPRESSWAY
o.oz_ 0.02 - GUTTER
NOTE: TYPICAL SECTION NO. 3 WILL NOT BE NEEDED IF CASH COLLECTION LANES ARE ELIMINATED S 4" CONC. SIDEWALK
R5 ~ ti• T T qR, V FROM THE SCOPE OF WORK. qR ?•I T EARTH MATERIAL
M'ql'
ORIGINAL
GROUND TYPICAL SECTION NO. 3 ORIGINAL U EXIST. PAVEMENT
GROUND
~ USE TYPICAL SECTION No. 3 AS FOLLOWS: Wl WE DGI N G
~ * ADD 4'-0" FOR GUARDRAIL FROM -YRPA- STA. 40+00.00 TO -YRPA- STA. 43+30.00
o FOR ADDITIONAL DETAILS, SEE NCTA OPEN ROAD TOLLING FACILITY GUIDELINES W2 WEDGING
AT LOCATIONS SHOWN IN PLANS ILINES
NOTE:
.o
1. SEE SHEET 2 FOR
a DETAILED DESCRIPTION
T 0 3 OF PAVEMENT SCHEDULE
a _B _
0 Y P L LI L L COLLECTION) 2. ALL PAVEMENT EDGES ARE 1:1 UNLESS OTHERWISE
~ r n I r n NOTED
~ rr 11-0 10„ 11-0 ~ 10 =0 (APM LANE) 5 -2 (ETC LANE) 10'-0"
a 1„_0„ I
1-0
0 ~ ORIGINAL
o GROUND GRADE ORIGINAL GROUND
° V I POINT
~ 3: l R, 3~1 31
'~Y. RI AI R4 R4 AI Rl ~ P 0 L v P~.
t NOTE: TYPICAL SECTION NO. 4 WILL NOT BE NEEDED ~ ~n~r..~ a~°~~°- Naa"
0.06 I 0.06 o a IF CASH COLLECTION LANES ARE ELIMINATED B®(~~ ~dW
N FROM THE SCOPE OF WORK. ~ ~
Vq o ~ T R5 T R, 2. ~qR 2 ~
o ~2• •I .IP '~4,1- Q
a ORIGINAL ORIGINAL
° GROUND TYPICAL SECTION NO: 4 GROUND
~ USE TYPICAL SECTION 4 No. Ao FOLLOWS: ~ FROM -YBFLY- STA. 19+43.09 TO -YBFLY- STA. 22+73.09
N
o * ADD 4'- " FOR ADDITIONAL DETAILS, SEE NCTA OPEN ROAD TOLLING FACILITY GUIDELINES 0 FOR GUARDRAIL _INES
N
AT LOCATIONS SHOWN IN PLANS
0
N

PROJECT REFERENCE NO. SHEET NO.
M U LKEY U-47638 2-B
ENGINEERS Sc CONSULTANTS PC BoX 33127 R(W SHEET NO.
i RALEIGM~ N.C. 27636 (9191 B51-7912 i [phone] (FAXI ROADWAY DESIGN PAVEMENT DESIGN ~
WWW.MULKEYINC.COM ENGINEER ENGINEER
10'-0„ b'-D" 18'-0" „ „ 12'-0" 12'-0" „ 120 120 120
10'-0"
10'-0" I *FDPS *FDPS D® N®T USE F®R W ACQUISITI®N
= 0.06 MAX.
- ROLLOVER
W GRADE I ' ' ORIGINAL 0 C4 j C4 D3 D® N®T USE F® C®NSTRUCTI®N
A ~ D3 POINT GRQ~NQ ~ i
c - 0.04 0.02 _0.02 _0,02 0.04 _ 0.08
ORIGINAL 4~ ~ 0.08 - - GRO NQ
b:l - 4:I 6:1 6:1 8' V.C.
18„ 6 6" f. ~
GRADE TO ~ J2 E3 J2 E3 ORIGINAL Al 8" CONT. REINF. GROUND CONC. PAVEMENT
THIS LINE
r C1 1 VZ" S9.5B
C2 3" S9.5B
C3 VAR. DEPTH
TYPICAL SECTION N0. 5 S9.5B
USE TYPICAL SECTION No. 5 AS FOLLOWS: FROM -YBFLY- STA. 59+09.43 TO -YBFLY- STA. 66+00.00 C4 4" S72.5C ~I,
Dl 212" 119.OB
D2 VAR. DEPTH 119.06
D3 3" 119.OC
El 4" 625.08
E2 VAR. DEPTH 825.06
- BFLY- I E3 3" B25.OC
I
10'-0" b'-0" 18'-0" 12'-0" 12'-0" 12'-0" 1Z'-0" 12'-0" Jl 6" ABC
10'-0" 10'-0" I *FDPS J2 8" ABC
*FDPS
z J3 VAR. DEPTH ABC
Z 0.06 MAX.
„ m GRADE I ROLLOVER ORIGINAL 0 C4 Pl PRIME COAT
GRQUNQ ~ ~ POINT
~ ~ 0.02 0.04 ORIGINAL 4• ~ 0.08 0.04 0.02 _0,02 _ 0_ 08 Rl 1'-6" CONC.
7 GRO D CURB & GUTTER
6:1 b:l 8' V.C. 4: 2'-6" CONC.
- b„ 18 ~ CURB & GUTTER
J2 b„ D3 E3 GRADE TO GROUNDL R3 5" MONO. CONC.
T THIS LINE ISLAND
T R4 ARMORED
CONC. CURB
R5 4~~ CONC. ISLAND
COVER
TYPICAL SECTION N0. 6 R6 CONC. EXPRESSWAY GUTTER
USE TYPICAL SECTION No. 6 AS FOLLOWS: FROM -YBFLY- STA. 66+00.00 TO -YBFLY- STA. 79+37.19 S 4" CONC. SIDEWALK
T EARTH MATERIAL
U EXIST. PAVEMENT
c m Wl WEDGING
a
r W2 WEDGING
r
M NOTE:
N Q
1. SEE SHEET 2 FOR
0 DETAILED DESCRIPTION
a L -Y F - T OF PAVEMENT SCHEDULE
~ I 3
o 10'-0" 6'-0" 18'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 2. ALL PAVEMENT EDGES ARE 1:1 UNLESS OTHERWISE
L NOTED
C 10'-0"
~ FDPS * I Z 10 -0
~ p *FDPS a~
0.06 MAX. a O U ROLLOVER I
ORIGINAL ~ ~ GRADE C4
3 GROUND = 0 POINT
o ORIGINAL p.Og 0.04 02_ 0.02_ 0.02_ 0.04 a GROUND b, `~7 - - 0.8
~ ~lJe~l~~l)i, ' 1 6:1
~ 6:1 8' V.C. c
VARIABLE 18'" 6" 4. ~ ~~1S ®~'SO
+ SLOPE b" E3 D3 J2 GRADE TO - ORIGINAL ~t~'ttt~.t~~.bP~ _ ~
T THIS LINE GROUND
N T V
O
O N
}
.o * FDPS = FULL DEPTH PAVED H LDER S OU
TYPICAL SECTION N0. 7
ADD 3'-0" FOR GUARDRAIL USE TYPICAL SECTION No. 7 AS FOLLOWS:
FROM -YCFLY- STA. 14+60.16 TO -YCFLY- STA. 28+53.16
1NHEN THESE DISTANCES INDICATE SLOPES 0
OUTSIDE THE LIMITS OF 6:1 TO 2:1 THE
N DISTANCE BECOMES VARIABLE AND THE
MAXIMUM OR MINIMUM SLOPE MAINTAINED.
0 0
cv
m r~

PROJECT REFERENCE NO. SHEET NO.
~MULKEY U-47638 2-C ENGINEERS Sc CONSULTANTS
PO BOX 33127 RrW SHEET NO. RALEIGH: N.C. 27636
[phone] [phone] (FAX) ROADWAY DESIGN PAVEMENT DESIGN WWW.MULKEYINC,COM
ENGINEER ENGINEER
~l~l ~ ~~~1V
-Yl - D® N®T USE FA®R d W ACQUISITI®N
~~~~~~~1V ~~~~V
ID® N®T USE F® C®NSTRUCTI~N
23'-0" I 23'-0"
10'-0" 6'-0" 12'-0" 10'-0" 14'-0" 12'-0" b'-0" 17'-0" 17'-0" b'-0" 12'-0" 14'.
8' 4' I 4' 8'
*FDPS *FDPS *FDPS FDPS*
F I Al CONT. REINF. CONC. PAVEMENT
U Cl 112" S9.5B
ORIGINAL ~ GROUND ~ DI C2 GRADE GRADE
~~~/~1~/~ POINT I C2 D/ C2 3" S9.5B
3 POINT ORIGINAL 0.04 ;0.02 0.02 0.02 0.02 ~2- 0.04_ p,pg_ C3 VAR. DEPTH
GROUND b. -y
4.1 6: I S9.5 B
6" 6„ ~ ORIGINAL C4 4" 512.50
GRADE TO JI b„ b~~ Jl GRADE GRADE TO GROUND
T THIS LINE T T' THIS L THIS LINE T VARIABLE J'I~~Y7~D'~ Dl 2 12" 119.06 SLOPE
VAR. DEPTH D2 119.06
ORIGINAL
GROUND D3 3" 119.00
~/~~'/A~'/In
TYPICAL SECTION N0. 8 El 4" B25.0B
USE TYPICAL SECTION No. 8 AS FOLLOWS: E2 VAR. DEPTH
FROM -Yl- STA. 222+55.00 TO -Yl- STA. 227+00 B25.0B
-
E3 3" B25.OC
2'-0' 4'-0" 4'-0" VARIE
2'-0" J1 6" ABC
TO
14'-3" J2 8" ABC
I
ORIGINAL J3 VAR. DEPTH ABC
GROUND 3. CI
I Pl PRIME COAT
o.os o.02_
o.os Rl 1'-6" CONC. CURB & GUTTER
3 ~ 2'-6" CONC.
ORIGINAL ~rl D~rC N GROUND S~0 CURB & GUTTER
~1~~1~~1~ ~F
R3 5" MONO. CONC. ISLAND
INSET N0.2
R4 ARMORED CONC. CURB
TO BE USED IN CONJUNCTION WITH
TYPICAL SECTION No. 8 & 9 AS FOLLOWS: FROM -Yl- STA. 222+55.00 LT. TO R5 4" CONC. ISLAND
-Yl- STA. 228+50.00 LT. COVER
R6 CONC. EXPRESSWAY
GUTTER
S 4" CONC. SIDEWALK
-Yl- T EARTH MATERIAL
U EXIST. PAVEMENT
23'-0" I 23'-0"
10'-0" 6'-0" 12'-0" 10'-0" 14'-0" 12'-0" 6'-0" 17'-0" 17'-0" 6'-0" 12'-0" 14'- i4'-o" io'-o" 30'-0" Wl WEDGING
8' 4' I 4,
~ *FDPS *FDPS *FDPS r FDPS* W2 WEDGING
0 I
NOTE:
~ U 1. SEE SHEET 2 FOR
ORIGINAL ~ DETAILED DESCRIPTION
° O GRADE C2 DI a GROUND u. D! C2 W I GRADE C2 D/ OF PAVEMENT SCHEDULE
T POINT POINT o ORIGINAL `~'I 0,02 0.02
3 0.08 _0,04 - X0.02 0.02_ ~2- 0.04_ 0.08 2. ALL PAVEMENT EDGES
o GROUND Grl 6:l o 4:1 b;l / I L - - ARE 1:1 UNLESS OTHERWISE . NOTED
~ GRADE TO GRADE TO 6 El THIS LINE U THIS LINE FI b b„ JI GRADE 6„ ORIGINAL
GRADE TO GROUND
~ T T THIS L r THIS LINE T VARIABLE J~/I~~'71~D'~Ii; SLOPE
a 2•~
T 3
Y L ORIGINAL GROUND_
0 Q
N
TYPICAL SECTION N0. 9 _o
L ~ USE TYPICAL SECTION No. 9 AS FOLLOWS:
o FROM -Yl- STA. 227+00 TO -Yl- STA. 229+43
N
~d~ b~tQ iiM3~~~Vi
* FDPS = FULL DEPTH PAVED SHOULDER N
~OOZ 6 I ~bW
ADD 3'-0" FOR GUARDRAIL
~o a
a INCLUDES ADDITIONAL 2'-0" FOR BICYCLE LANE
o WHEN THESE DISTANCES INDICATE SLOPES a OUTSIDE THE LIMITS OF 6:1 TO 2:1 THE
N- DISTANCE BECOMES VARIABLE AND THE
MAXIMUM OR MINIMUM SLOPE MAINTAINED.
n
6 N
m
I

PROJECT REFERENCE NO. SHEET NO.
M LJ L K E Y U -47638 2 -D ENGINEERS S~ CONSULTANTS
PO Box 331 27 RrW SHEET NO. RALEI~N~ N.C. 27636 [phone]
[phone] cFAx) ROADWAY DESIGN WW W.MULKEYINC.COM
ENGINEER ENGINEER
D® N®T USE F~®R % W ACQUISITI®N
~~~~~~~1~ llR~
D® N®T USE F® C®NSTRUCTI®N
-Yl -
* 10'-0"
VARIES I VARIES
2'-0" 14'-0" 12'-0" 12'-0" 12'-0" 12'-0„ 14'-0" 2,-0„ 2'-0" i
TO TO
2'-0" 5'-0" 3'-0' 20'-0" 120'-0" Al 8" CONT. REINF. CONC. PAVEMENT
4'-0" VARIES css Cl 1 V1" S9.5B
0'-0" TO 4'-~~" ORIGINAL
GROUND I ORIGINAL C2 3" S9.5B GROUND
~
qR. 3. • ~ i~ R3 C2 VAR. DEPTH Mme'
R2 DI C2 GRADE Dr R2 I vPR 3;1 C3 S9.5B
0.02_ 0,02 POINT 0.02_ X0.02 0.02 C4 4" S12.5C ~
Dl 212" 119.06 i
GRADE TO
THIS LINE U J P~. S T JI Jr T ~ ~qR. ?~I D2 VAR. DEPTH
119.08
ORIGINAL GRADE TO ORIGINAL D3 3" 119.OC
GROUND THIS LINE GROUND
~/I~~Y/In~'/In El 4" B25.OB
TYPICAL SECTION N0.10 E2 VAR. DEPTH
USE TYPICAL SECTION No. 10 AS FOLLOWS: B25.0B
FROM -Yl- STA. 229+43 TO -Yl- STA. 236+12 E3 3" B25.OC
FROM -Yl- STA. 254+40.00 TO -Yl- STA. 267+82.37
i J1 6" ABC
J2 8" ABC l o'-o" r-o"
J3 VAR. DEPTH ABC O
W
3 Pl PRIME COAT
R2 Dl C2 1'-6" CONC.
0.02_ R1 CURB & GUTTER
~ 2'-6" CONC.
CURB & GUTTER
5" MONO. CONC.
S T Jl R3 ISLAND
R4 ARMORED CONC. CURB
INSET NO. 3 4" CONC. ISLAND
R5 COVER
TO BE USED IN CONJUNCTION WITH ~
TYPICAL SECTION No. 10 AS FOLLOWS: Rb CONC. EXPRESSWAY FROM -Yl- STA. 231 +25.43 RT. TO GUTTER
-Yl- STA. 233+60.41 RT. (NO SIDEWALK)
FROM -Yl- STA. 231 +16.11 LT. TO S 4" CONC. SIDEWALK
-Yl- -Yl- STA. 234+24.21 LT.
FROM -Yl- STA. 256+50.00 LT. TO -Yl- STA. 258 + 00.00 LT. T EARTH MATERIAL
VARIES * 10'-0" 14'-0" 12'-0" 29'-0" TO 40'-0" 12'-0" 14'-0"
* l0'-0" U EXIST. PAVEMENT
c 2,_0„ Wl WEDGING
m 2'-0"
a I 2'-0" 5'-0" 3'-0' W2 WEDGING
o ORIGINAL ~ GRO_UN_D_ ORIGINAL
M Y//AV~V//A I N GROUND_ NOTE:
~ GRADE 1. SEE SHEET 2 FOR
'~R. ! POINT o ~ M°~ DETAILED DESCRIPTION
a w Rr , Rr w Jo~'`L OF PAVEMENT SCHEDULE
T R2 Dr C2 C2 Dl R2 D/ R2
° .02 ~ 0.02 _0 0.02 _ ° _ 0.02 0.02 2. ALL PAVEMENT EDGES
0.02 0 ARE 1:1 UNLESS OTHERWISE
NOTE D
GRADE TO GRADE TO V4~ 2 ?
THIS LINE THIS LINE . R S T JI
~P • Jr Jl T Mop,
a ORIGINAL ORIGINAL ' -Y~-
o GROUND TYPICAL SECTION N0. 11 GROUND VARIES I VARIES
Y
o USE TYPICAL SECTION No. 11 AS FOLLOWS: a FROM -Yl- STA. 236+12 TO -Yl- STA. 245+44,70 TO TO
° m 14'-6" 14'-6"
c °
4'-0" I VARIES
Q 0 0'-0" T 4'-0"
N a R3 GRADE C2 Dl
~n I POINT
0 0 N 0.02 0.02 _
v m
~o a
J/
INSET N®. 4
* ADD 4'-0" FOR GUARDRAIL N ~ ~ TYPICAL SECTION CONi UNCTION WITH - - No 1 AS FOLLOWS:
~'J FROM Yl STA. 241 + 12.69 TO Yl STA. 245 + 44.70
INCLUDES ADDITIONAL 2'-0" FOR BICYCLE LANE
0
G N
Ml

PROJECT REFERENCE NO. SHEET NO.
M U L i~ E Y U -47638 2 -E ENGINEERS Sc CCNSLI LTANTS
PC Box 33127 RrW SHEET NO. RALEIGH. N. C. 27636 [phone]
[phone] (FAX) ROADWAY DESIGN WWW.MLILKEYINC.CCM
-1 - - - ENGINEER ENGINEER
10'-0" 6'-0" 18'-0" 12'-0" 4'-0"I 12 -0 14 -0 30 -0 ~~~:~0~1[lE~~~ ~ l[~lLAIl~T~
D® NAT USE F~®R % W .~C~UISITI®N
~~~~~~~lr
4'-0" 4'-0" D® N®T USE F® C®NSTRUCTI®N
*FDPS I *FDPS Z ~ 0~ 7 aJ
U W ~
~ 0.05 MAX.
ORIGINAL ~ ROLLOVER I CI DI _ p 14'-0"
GROUND POINT =
0. 2 0.0 0.02 0.02 ORIGINAL X0.08 0 2- 0__ Ogg
GROUND 3'I 6.1 b:l Al 8" CONT. REINF. O CONC. PAVEMENT W Dl Cl R6 GROUND Cl 112" S9.5B
6;1 8' V.C. 6„ 6" 6:1
12" VARIABLE ORIGINAL 4:1 ~~i~Y/I~~/In
SLOPE GROUND 0.04 _ 6:1
T J2 T ?'I VARIABLE GRADE TO SLOPE C2 3 9.58
THIS LINE
NOTE: C3 VAR. DEPTH
USE 4:1 OR FLATTER CUT SLOPE AS FOLLOWS: J2 T S9.5 B ~
FROM -Y1RPC- STA. 12+44.24 TO -Y1RPC- STA. 15+50.00 (LT) ORIGINAL C4 4" S72.5C
TYPICAL SECTION N0. 12 _ GROUND
INSET NO. 5 Dl 212" 119.06
USE TYPICAL SECTION No. 12 AS FOLLOWS: FROM -Y1RPC- STA. 10+00.00 TO -Y1RPC- STA. 28+84.03 (OPPOSITE HAND)
FROM -Y1RPD- STA. 10+00.00 TO -Y1RPD- STA. 27+58.67 TO BE USED IN CONJUNCTION WITH D2 VAR. DEPTH TYPICAL SECTION No. 12 AS FOLLOWS: 119.06
FROM -Yl RPD- STA. 24 + 00.00 TO -Yl RPD- STA. 26 + 81.00 RT.
D3 3" 119.OC
El 4" B25.OB
E2 VAR. DEPTH
ER I E 1 B25.OB
E3 3" B25.OC
10'-0" 6'-0" 12'-0" g,_0„ 12'-0" I 12'-0" 8,_0„ 30'-0„ Jl 6" ABC
J2 8" ABC
~ 4'-0" 4'-0" ~
p FDPS* I *FDPS Z
d~ Ow ~ a~ J3 VAR. DEPTH ABC
W ~ CI DI J ORIGINAL ~ ~
GROUND Z 0 GRADE Z ~ Pl PRIME COAT
_ " I POINT = ~ 3. * lo'-o" Rl 1'-6" CONC.
ORIGINAL GROUND ~ ~ ~ y y 0.08 CURB & GUTTER
6:1 4;1 2'-0" 2'-6" CONC.
6:1 ORIGINAL ~ CURB & GUTTER
VARIABLE 6 ~G~~RO~UND R3 5" MONO. CONC.
GRADE TO 12 ORIGINAL SLOPE THIS LINE GROUND
T J2 j ?'I VARIABLE PR g:~ ISLAND Cl Dl R2 v R4 ARMORED
SLOPE
_0.02 CONC. CURB i,
R5 4" CONC. ISLAND COVER
ORIGINAL VqR R6 CONC. EXPRESSWAY
TYPICAL SECTION N0. 13 GROUND GRADE TO J2 T GUTTER
~~~/~~~n THIS LINE
USE TYPICAL SECTION No. 13 AS FOLLOWS: ORIGINAL S 4" CONC. SIDEWALK
FROM -SR 1- STA. 10+61.70 TO -SR 1- STA. 30+90.64 GROUND
FROM -SR 2- STA. 10+46.01 TO -SR 2- STA. 32+31.78 T EARTH MATERIAL
INSET N O. 6 U EXIST. PAVEMENT
c TO BE USED IN CONJUNCTION WITH Wl WEDGING TYPICAL SECTION No. 13 AS FOLLOWS:
FROM -SR 1- STA. 26+55.03
d r TO -SR 1- STA. 30+90.64 RT. W2 WEDGING
0 - - - - NOTE:
-Y2 EBL-
Q I VARIES VARIES 1. SEE SHEET 2 FOR
•o 0'-0" TO 14'-0" I 0'-0" TO 14'-0" DETAILED DESCRIPTION
~ VAR. 0 -0 VAR. 0'-0" OF PAVEMENT SCHEDULE
8'-0" TO 14'-0" 12'-0" 6'-0" VARIES VARIES 6'-0" 12'-0" TO 14'-0" 8 -0
3 0'-0" TO 8'-0" 0'-0" TO 8'-0" 0 4' 2' I 2' 4' 2. ALL PAVEMENT EDGES
~ *FDPS *FDPS *FDPS FDPS* ARE 1:1 UNLESS OTHERWISE
m Z I I NOTED
.N _
~ 0~ I III
m wV L I
a ORIGINAL Z ~ I I
o GROUND = ~ DI C2 GRADE GRADE 3 ~/~1~~~/~ POINT I P C2 , DI OINT
~ `~7 o ORIGINAL X0.02 0,02 0.02 0.02_
a GROUND 6; 0.08 ~ 0.08 • .
4 6. 1 . m
6„ i ORIGINAL
+ 6" 6" 6 GRADE TO ~l Jl GRADE TO GROUND
o T THIS LINE T T THIS LINE T VARIABLE ~/I,~'/I>~Y/I~
N SLOPE i
?'I
0 0 N ORIGINAL
GROUND g83114Mit~0lSaPldSS<3Rd!
U N Y/In~Y71~~'/~; A1t1~i1F) ~131dM->9M3(l
* FDPS = FULL DEPTH PAVED SHOULDER a TYPICAL SECTION N0. 14 $OOZ 6 ~ ~dW
ADD 3 -0 FOR GUARDRAIL USE TYPICAL SECTION No. 14 AS FOLLOWS: 4t: Ct ~ .z 6.'~F .,Ji
~ FROM -Y2EBL- STA. 10+14.38 TO -Y2EBL- STA. 22+13.53
INCLUDES ADDITIONAL 2'-0" FOR BICY LE LANE FROM -Y2WBL- STA. 6+04.64 TO -Y2WBL- STA. 18+00.47 o C
N
WHEN THESE DISTANCES INDICATE SLOPES
OUTSIDE THE LIMITS OF b:l TO 2:1 THE
DISTANCE BECOMES VARIABLE AND THE
o - - - - . - -
MAXIMUM OR MINIMUM SLOPE MAINTAINED. N
i
~I

PROJECT REFERENCE NO. SHEET NO.
* ADD 4'-0" FOR GUARDRAIL ~MULKEY ENGINEERS ~ CONSULTANTS U-47638 2-F
PO Box 33127 R/`l~/ SHEET NO. RALEIGH. N. C. 27636
INCLUDES ADDITIONAL 2'-0" FOR BICYCLE LANE [phone] [phone] (FAX) ROADWAY DESIGN
WWW.MULKEVINC.COM ENGINEER ENGINEER
ADD 3'-0" FOR GUARDRAIL
AT LOCATIONS SHOWN IN PLANS -Y - D® N®T USE F~®R W ACQUISITI®N II
WHEN THESE DISTANCES INDICATE SLOPES ~~~~~~~1V
OUTSIDE THE LIMITS OF 6:1 TO 2:1 THE * lo'-0" 14'-0" lr-o" 2a'-0" lr-0° 14`-0" * 1 p,-p,~ D® N®T USE F® C®NSTRUCTI®N
DISTANCE BECOMES VARIABLE AND THE
MAXIMUM OR MINIMUM SLOPE MAINTAINED. r-o° 14'-0" 14'-0" , 2'-0"
„ 5,_0„ 3,_0,
2 0 3'
Al 8" CONT. REINF.
ORIGINAL I ORIGINAL CONC. PAVEMENT
GROUND GRADE ~~~~1~~ POINT GROUND C1 1 V1" S9.5B
VqR. . ,c~~l/,~~'/,~~G 3.~ MpJ~ I
3• ~ W RI Rl M,q,~ I W R2 DI C2 C2 DI R2 Dl R2 APR' C2 3" S9.5B
0.02 _ 0.02 0.02
_ 0.02 0.02 0.02 VAR. DEPTH C3 S9.5B
GRADE TO GRADE TO ~qR 2 C4 4" S72.5C
THIS LINE U THIS LINE
J P~• S T JI JI ~ Jl T S ~ ~ M,q,l, Dl 2 lf2" 119.06
ORIGINAL ORIGINAL
GROUND TYPICAL SECTION N0. 15 GROUND D2 VAR. DEPTH
119.06
USE TYPICAL SECTION No. 15 AS FOLLOWS:
FROM -Y2- STA. 40+00.00 TO -Y2- STA. 55+25.46 - - FROM -Y2- STA. 61+79.23 TO -Y2- STA. 80+95.22 D3 3" 119.OC
VARIES VARIES
8'-0" 8'-0" El 4" B25.0B
12'-0" 6'-0" lo'-o"****** E2 VAR. DEPTH
14'-b" 14'-b" B25.0B
4' z
4'-0" I VARIES FDPS* p ~ ORIGINAL E3 3" B25.OC
0'-0" T 4'-0" ~ U GROUND W ~ J1 6" ABC
R3 GRADE C2 D!
I POINT 0,08 Z ~ 3~1 ORIGINAL
0.02 0.02 _ b: l 6. ~ _ 6:1 ND J2 8" ABC
b" 6:1 ORIGINAL J3 VAR. DEPTH ABC ~
VARIABLE GROUND
T JI r SLOPE Pl PRIME COAT
INSET N0.7 Rl 1'-6" CONC.
TO BE USED IN CONJUNCTION WITH CURB & GUTTER
TYPICAL SECTION No. 15 AS FOLLOWS: ORIGINAL ~ 2'-6" CONC. GROUND CURB & GUTTER
FROM -Y2- STA. 41 +65,19 TO -Y2- STA. 51 +17.67 FROM -Y2- STA. 63+78.43 TO -Y2- STA. 80+95.22
E 30'-0" R3 5" MONO. CONC.
ISLAND
INS INSET NO. H R4 ARMORED
CONC. CURB
TO BE USED TO BE USED IN CONJUNCTION WITH R5 4" CONC. ISLAND
TYPICAL SECTI FROM -Y2- S TYPICAL SECTION No. 15 AS FOLLOWS: COVER FROM -Y2- STA. 40+00.00 CONC. EXPRESSWAY
TO -Y2- STA. TO -Y2- STA. 45 + 65.73 RT. R6 GUTTER
S 4" CONC. SIDEWALK
T EARTH MATERIAL
U EXIST. PAVEMENT
c a Wl WEDGING
r
r W2 WEDGING
0
r~ NOTE:
v
-Y2- .p 1. SEE SHEET 2 FOR
DETAILED DESCRIPTION * l0'-0" OF PAVEMENT SCHEDULE
o VARIES I VARIES
0 2'-0" 14'-0" 12'-0" 12'-0" 12'-0" 12'-0„ 14'-0" 2,_0„ 2,_0„ 2. ALL PAVEMENT EDGES
o TO TO ARE 1:1 UNLESS OTHERWISE
24'-0" 124'-0" 2'-0" 5'-0" 3'-0' c NOTED

°7 4'-0" VARIES
°J ORIGINAL 0'-0" TO 4'-0" I
a GROUND I ORIGINAL ~
a ~/~V~/~i~/In V 3 qR. 3. GROUND
L • ~ W R3 C2 ~X 31
o R2 DI C2 GRADE D~ R2 a I ~ PR. J O
m 0.02_ 0,02 POINT 0.02_ 0.02 _ 0.02 3 w
c o
L t R2 Dl C2
GRADE TO ~ 2•~ THIS LINE U VqR 2 0.02
N ~ P~. S T JI JI T
ORIGINAL RADE TO THIS LINE ° GRO_~y7U~~N_ D_ ORIGINAL
t GROUND S T Jl
U N
* ADD 4'-0" FOR GUARDRAIL
TYPICAL SECTION N0.16 a "~a~~1SQ~s®,,,, INSET N O. 9
INCLUDES ADDITIONAL 2 -0 FOR BICYCLE LANE USE TYPICAL SECTION No. lb AS FOLLOWS:
~ FROM -Y2- STA. 55+25.46 TO -Y2- STA. 61+79.23 g~Q~ ~ ~ ~~W TO BE USED IN CONJUNCTION WITH
o" TYPICAL SECTION No. lb AS FOLLOWS: FROM -Y2- STA. 56 + 96.96 RT. TO
cv q -Y2- STA. 59+43.22 RT. (NO SIDEWALK)
~i FROM -Y2- STA. 57+13.71 tT. TO
-Y2- STA. 59 + 52.80 LT.
ro
V N

PROJECT REFERENCE NO. SHEET NO.
M U L K EY U -47638 2-G
- RP - - - RPB ENGINEERS S~ CONSUITANT5 PO box 33727 ~W SHEET NO.
RALEIGH N.C. 27636 (97 91 857-1 91 2 (9 7 91 851-7 91 8 (FAXI ROADWAY DESIGN
VAR. VAR. 12'-0" WWW. MLILKEYING.COM ENGINEER ENGINEER
10'-0" 6'_0~~ 18`-0" 12'-0" " ~ TO 14'-0" 14'-0" 30'-0"
TO
VAR. 14'-0" VAR. FDPS ~
ID® N®T USE F®R % W ACQUISITI®N
* FULL DEPTH PAVED SHOULDER T I To ? j 4'-0,~ 4'-0'~ ~
v FDPS FDPS ~~~lr
ADD 3 -0 FOR GUARDRAIL ~ 0.05 MAx. CI DI ~ LL I?® N®T USE F® C®NSTRUCTI®N
ORIGINAL ~ ROLLOVER ~ GRADE Z ~ POINT = LL
WHEN THESE DISTANCES INDICATE SLOPES GROUND
OUTSIDE THE LIMIT F •1 T 2.1 THE 0.02 o.oz o.02 o.oz $ 0 b. 0 ORIGINAL o.oa - o.os
DISTANCE BECOMES VARIABLE AND THE GROUND b, ~''I -V'
MAXIMUM OR MINIMUM SLOPE MAINTAINED. 6;1 g~ _ ~ 6 6:1
VARIABLE 12 ORIGINAL a Q Al 8" CONT. REINF. ~
SLOPE GROUND o 3 CONC. PAVEMENT
. T J2 T ?'I VARIABLE GRADE TO SLOPE ABLE Dl Cl R6 C7 1 V1" S9.5B ~E
THIS LINE
0.04 0.02
- _ C2 3" S9.5 B
VAR. DEPTH ORIGINAL 12„ C3
TYPICAL SECTION N0. 17 GROUND S9.5B
NOTE: USE TYPICAL SECTION No. 17 AS FOLLOWS: J2 T C4 4" S12.5 C
USE 4:1 OR FLATTER CUT SLOPE AS FOLLOWS: FROM -Y2RPA- STA. 10+00.00 TO -Y2RPA- STA. 20+75.27 (OPPOSITE HAND)
FROM -Y2RPB- STA. 24+00.00 TO TO -Y2RPB- STA. 30+00.00 (RT) FROM -Y2RPA- STA. 24+05.27 TO -Y2RPA- STA. 30+39.18 (OPPOSITE HAND)
FROM -Y2RPB- STA. 10+00.00 TO -Y2RPB- STA. 27+16.91 Dl 212" 119.06
FROM -Y2RPB- STA. 30+46.92 TO -Y2RPB- STA. 37+07.39 INSET NO. lO VAR. DEPTH
D2 119.06
TO BE USED IN CONJUNCTION WITH TYPICAL SECTION No. 17 AS FOLLOWS: D3 3" 119.OC
FROM -Y2RPB- STA. 30+98.97 LT. TO
-Y2 RPB- STA. 36 + 30.35 LT.
El 4" B25.0B
E2 VAR. DEPTH B25.0B
-Y RP- - - B E3 3" B25.OC
F R P T LL TI J1 6" ABC
11`-0" lr-o" * 10'-0" (ETC LANE) 6'-0" (APM LANE) * 10'-0" J2 8" ABC
i J3 VAR. DEPTH ABC
ORIGINAL ORIGINAL P1 PRIME COAT
GROUND GRADE I tIGINAL Ro~ ND R1 1'-6" CONC.
V POINT GROUND
~ . Mph. 'HAk RI 3 CURB ~ GUTTER
AI R4 R4 AI RI ~>~R• I ~ 2'-6" CONC.
0.02 0.02 NOl CURB & GUTTER NOTE: TYPICAL SECTION NO. 18 WILL NOT BE NEEDED 5" MONO. CONC.
IF CASH COLLECTION LANES ARE ELIMINATED
FROM THE SCOPE OF WORK. R3 ISLAND
R5 ~q T T R, 2. R4 ARMORED
APR' CONC. CURB
4" CONC. ISLAND
ORIGINAL GROUND ORIGINAL ;IGINAL R5 COVER
TYPICAL SECTION N0. 18 GROUND .OUND CONC. EXPRESSWAY
~~'/a~Y~J,; R6 GUTTE R
USE TYPICAL SECTION No. 18 AS FOLLOWS: FROM -Y2RPA- STA. 20+75.26 TO -Y2RPA- STA. 24+05.26 (OPP. HAND)
FROM -Y2RP6- STA. 27+16.91 TO -Y2RPB- STA. 30+46.92 S 4" CONC. SIDEWALK
FOR ADDITIONAL DETAILS, SEE NCTA OPEN ROAD TOLU~!~; ~•;~~,CILITY GUIDELINES T EARTH MATERIAL
U EXIST. PAVEMENT
c m Wl WEDGING
r W2 WEDGING
* ADD 4'-0" FOR GUARDRAIL 0
NOTE:
INCLUDES ADDITIONAL 2'-0" FOR BICYCLE LANE Q
.o 1. SEE SHEET 2 FOR
DETAILED DESCRIPTION
a T OF PAVEMENT SCHEDULE
3
-Y - 0 2. ALL PAVEMENT EDGES ARE 1:1 UNLESS OTHERWISE
NOTED

~ * * ~ 10 -0 14 -0 12 -0 12 -0 12 -0 14 -0 10 -0
* 10'-0" ~II
a 2 ~_0,~ 2 ~_0„
T 0 2'-0"
Y 5'-0" 5'-6" 5'-6" 5'-0" 5'-6" 5'-0"
0 a
~ ~
o ORIGINAL GROUND ORIGINAL ~
V
o qR. 3. . Mme' O N D ~ ~~o~~,
~ DI i C2 N ''^~C GRADE R2 R2
POINT o I 0.02_ X0.02 0.02_ 0.02 J 0.02 ~
N ~ ;
~
•o GRADE TO ~qR ? I
a THIS LINE JI J pR• S T T S ~ S Mq,l,
G~
~ ORIGINAL ORIGINAL
~ GROUND TYPICAL SECTION N0. 19 GROUND
0 J~/I~U'/I~~'/~
N USE TYPICAL SECTION No. 19 AS FOLLOWS: FROM -Y3- STA. 18+50.00 TO -Y3- STA. 21+15.00 BEGIN BRIDGE
FROM -Y3- STA. 24+00.00 END BRIDGE TO -Y3- STA. 26+00.00
O O I
N I
m r7
.

PROJECT REFERENCE NO. SHEET NO.
M U L K E Y U-47638 2-H ENGINEERS Sr C~NSU LTANTS
PO box 331 27 RNV SHEET NO. RALEIQH. N.C. 27636
(9197 851-1912 (919] 851-1916 (FAX] ROADWAY DESIGN HYDRAULICS WWW. MLJLKEYINC.CCM
ENGINEER ENGINEER
~~~®A~'1L~~s~ ~
ID® N®T USE F®R % W ACQUISITI®N
* 10'-0" 14'-0" 12'-0" 12'-0" 12'-0" 14'-0" * 10'-0" D® N®T USE F® C®NSTRUCTI®N
I
2'-0"
5`-0" 5'-6" 5'-6" 5'-0" 5'-6" 5'-0"
ORIGINAL I Al 8" CONT. REINF.
GROUND ORIGINAL CONC. PAVEMENT GROUND
~ qR. 3. Cl 1 l2" S9.5B
W R2 DI 2 GRADE C2 DI R2
POINT vPR3.~~. C2 3" S9.5B
0.02 _ 0.02 0.02 _ 0.02 _ 0.02
-------------I-- C3 VAR. DEPTH
S9.5B
GRADE TO GRADE TO THIS LINE U THIS LINE ~qR. C4 4" S72.5C ~i
~P~' S T El T S T S Mql,
ORIGINAL Dl 2 lfl" 119.06
GROUND TYPICAL SECTION N0. 20 ORIGINAL
GROUND VAR. DEPTH D2 119.06
USE TYPICAL SECTION No. 20 AS FOLLOWS:
TRANSITION FROM EXIST TO T.S. N0.20 STA. ??+??.00 -Y3-
FROM -Y3- STA. 15 + 50.00 TO -Y3- STA. 18 + 50.00 D3 3" 119.OC
TRANSITION FROM T.S. N0.20 STA. 26+80.00 -Y3- TO EXIST.
* ADD 4'-0" FOR GUARDRAIL El 4" 825.06
INCLUDES ADDITIONAL 2'-0" FOR BICYCLE LANE E2 VAR. DEPTH B25.OB
E3 3" B25.OC
J1 6" ABC
J2 8" ABC
VARIES -1 - DET 0'-0" TO 22'-0" J3 VAR. DEPTH ABC
Pl PRIME COAT
Rl ~~-6" CONC.
~ 2'-0" CURB & GUTTER
Z ~ 2'-6" CONC.
p ~ *FDPS I CURB & GUTTER
ORIGINAL ~ ~ GROUND ~ ~ R3 5" MONO. CONC.
ISLAND
_ CI DI I R4 ARMORED
ORIGINAL ? T CONC. CURB
GROUND ~ EXIS y- - 6:1 _ _ R5 4" CONC. ISLAND
6: S _ _ COVER
VARIABLE r~ CONC. EXPRESSWAY R6
SLOPE GRADE TO GUTTER
THIS LINE S 4" CONC. SIDEWALK
T J2
T EARTH MATERIAL
U EXIST. PAVEMENT
TYPICAL SECTION N0. 21
Wl WEDGING
USE TYPICAL SECTION No. 21 AS FOLLOWS: ~ FROM -Y3DET- STA 15+81.00 BEGIN GRADE TO -Y3DET- STA 16+30.00
o FROM -Y3DET- STA 26+80.00 TO -Y3DET- STA 29+23.30 END GRADE W2 WEDGING
* FULL DEPTH PAVED SHOULDER
NOTE:
ADD 2'-0" FOR GUARDRAIL
.o 1. SEE SHEET 2 FOR
a DETAILED DESCRIPTION ~
T 0 OF PAVEMENT SCHEDULE
3 0 2. ALL PAVEMENT EDGES ~
o _ p T ARE 1:1 UNLESS OTHERWISE
NOTED

8'-0" 8'-0" 11'-0" 11'-0" I 11'-0" 11'-0" 8'-0"
a
3 Z 2 -o
L p FDPS* I *FDPS ~
° aj Ocn a ORIGINAL w U o.
GROUND 0 ~ w LL
~ Z O c7 ~ =w C! I DI ?0
+ POINT = w ORIGINAL ?
o GROUND 0.02 0.02 ~ - - - ` y ~,02 O.Os
~~1~/~~/~ 6; ~ N 6.1 , . .
0 6" o VARIABLE 6 6:1 N 6:~
SLOPE GRADE TO 12 ORIGINAL ~ 2431~t1S dN~SQPI~Il~fll~
v THIS LINE T .o J2 T ?'I
a ?'I VARIABLE SLOPE BOOZ 6 ~ ~dW
m ~5p ~/~yyy Y '~gT y •X
m TYPICAL SECTION N0. 22 ORIGINAL
N GROUND_
USE TYPICAL SECTION No. 22 AS FOLLOWS:
FROM -Y3DET- STA 16+30.00 TO -Y3DET- STA 26+80.00
o ,
0 N
m
r'1
i

PROJECT REFERENCE NO. SHEET NO.
M U LKEY U-47638 2-l ENGINEERS Sc CONSULTANTS
Po Box 331 27 RALEI~H~ N.C. 27636 R1W SHEET NO. (91 91 851-7 9 7 2
(91 91 851-1 9 7 8 (FAX7 ROADWAY DESIGN HYDRAULICS WWW.MULKEYINC.COM
ENGINEER ENGINEER
~~~®~~~s~ ~
I3U NUT USE FOUR ~ W~yACQUISITIUN
~~~~~~~AV ~ ~l ~~~1V ~ ~I
IDU NUT USE FU CUNSTRUCTIUN
VARIES
2'-0" TO Al 8" CONT. REINF.
12'-0" CONC. PAVEMENT
10'-0" 6'-0" 18'-0" 12'-0" I 12'-0" **12'-0" 30'-0" 30'-0"
Cl 112" S9.5B
4'-0" 4'-0"
*FDPS I *FDPS Z C2 3" S9.5 B
~ 0 cn ~ aJ U w ~y
~ 0.05 MAX. 0 ~ C3 VAR. DEPTH S9.5B
ORIGINAL ~ ROLLOVER I Cl DI ? O
GROUND POINT = LL C4 4" S12.5C
.02 0.0 0.02 0.02 ORIGINAL 0.08 0 2- 0.08
GROUND 6, 3'I Dl 212" 119.06
6:1 8' V.C. 6„ 6" 6:1
- 12" 6:~ D2 VAR. DEPTH
VARIABLE SLOPE ORIGINAL 119.06 GROUND
T J2 T ?•I VAI 2'I VARIABLE D3 3" 119.OC
GRADE TO SL( SLOPE
THIS LINE El 4" 825.06
E2 VAR. DEPTH
TYPICAL SECTION N0. 23 ORIGINAL 825.06
GROUND E3 3" B25.OC
USE TYPICAL SECTION No. 23 AS FOLLOWS:
FROM -Y4RPC- STA. 10+00.00 TO -Y4RPC- STS, 25+41.00 (OPPOSITE HAND) Jl 6" ABC
FROM -Y4RPD- STA. 10+00.00 TO -Y4RF ~,~.18+00.00
J2 8" ABC
J3 VAR. DEPTH ABC
Pl PRIME COAT
Rl 1'-6" CONC. CURB & GUTTER
~ 2'-6" CONC.
CURB & GUTTER
R3 5" MONO. CONC. ISLAND I
R4 ARMORED CONC. CURB
R5 4" CONC. ISLAND COVER
R6 CONC. EXPRESSWAY GUTTER
S 4" CONC. SIDEWALK
T EARTH MATERIAL
U EXIST. PAVEMENT
-L B- Wl WEDGING
12'-0" 12'-0" ***30'-0" W2 WEDGING
0 10' *FDPS NOTE:
~ ~
_Z 0~ I 1. SEE SHEET 2 FOR
a~ DETAILED DESCRIPTION
L W LL Q OF PAVEMENT SCHEDULE
Z p 0.06 MAX.
3 = ~ ROLLOVER D3 I GRADE C4 2. ALL PAVEMENT EDGES
o POINT o MATCH ARE 1:1 UNLESS OTHERWISE
0.08 _0.04 EXIST. EXIST. c NOTED
r , ,
0 6;1 ORIGINAL II
~ GROUND 6„
a ~~~1~~~; E3 JI
o VARIABLE ti~ T GRADE TO Y SLOPE THIS LINE I
L
Q
~ ORIGINAL
G_ ROUND .L TYPICAL SECTION N0. 24

°
N USE TYPICAL SECTION No, 24 AS FOLLOWS:
FROM -LNB- STA. 18+00.00 TO -LNB- 5~:=, x00.00
0 0 N
U
* FDPS = FULL DEPTH PAVED SHOULDER a
t~~
~ ADD 3'-0" FOR GUARDRAIL
T--
° WHEN THESE DISTANCES INDICATE SLOPES 0
N OUTSIDE THE LIMITS OF b:l TO 2:1 THE
DISTANCE BECOMES VARIABLE AND THE
MAXIMUM OR MINIMUM SLOPE MAINTAINED.
°
0 N
r'1

PROJECT REFERENCE NO. SHEET NO.
M U L K E Y U -47638 2 -J ENGINEERS Sc CONSULTANTS
PD Box 33127 R!W SHEET NO. RALEI~N~ N.C. 27636
(9791 551-1972 [phone] (FAX1 ROADWAY DESIGN HYDRAULICS WWW.MULKEYINC.COM
ENGINEER ENGINEER
12'-0" 8'-0" VAR. 0'-0" 12'-0" VAR. 0'-0" I VAR. 0'-0" 12'-0" VAR. 0'-0" 8`-0"
TO 12'-0" TO 14'-0" TO 14`-0" TO 12'-D" -0"
~1~T~®1~9[l[~ILIE IE l[~l[.sAl~T~
Z 4'-0" VAR. 4'-0" ~ ~ NAT USE F®R % W ACQUISITI®N
* I 0'-0" FDPS Z p FDPS , * - Z
~ VAR. 0 -0 VAR. 0 -0 TO O J ORIGINAL W v TO 12'-0" TO 12'- " 4'-D" OJ ~ I)® N®T USE F® C®NSTRUCTI®N
GROUND O ~ ~ " w ~
cr I R3 Dr - o Z~ =0
POINT = ~
ORIGINAL 0.02 0.02 0.08
GROUND 0.08 -j 0.08 6.1 V
6:1 Al 8" CONT. REINF. ,
6" 6„ VARIABLE GRADE TO 12 ORIGINAL CONC. PAVEMENT i
SLOPE THIS LINE GROUND
T J2 T T ?•I VARIABLE J~I~D'/I~~/I~ Cl 1 l2" 59.56
SLOPE
* FDPS = FULL DEPTH PAVED SHOULDER C2 3" S9.5B I
ADD 3'-0" FOR GUARDRAIL VAR. DEPTH
TYPICAL SECTION N0. 25 ORIGINAL C3 S9.5B GROUND
C4 4" S12.5C
USE TYPICAL SECTION No. 25 AS FOLLOWS:
FROM -YS- STA 10+61.01 TO -Y5- STA. 25+05.43 BEGIN BRIDGE Dl 2 1fZ" 119.08
FROM -Y5- STA. 28+23.15 END BRIDGE TO -YS- STA 39+89.00
D2 VAR. DEPTH
119.08
D3 3" 119.OC
-Y -
El 4" B25.0B
* 9'-b" 16'-0" 16'-0" * 9'-6"
E2 VAR. DEPTH
2 `-0" 2'-0" B25.0B
I E3 3" 625.OC
Jl 6" ABC
ORIGINAL I
GROUND ORIGINAL J2 ABC GROUND
~~~/~~A ~ AR 3 MP'X'
~ 3;1 3.~ Mme' J3 VAR. DEPTH ABC
Dr I C2 ~ P R2 GRADE R2
0.02 POINT 0.02 0.02 0.02 Pl PRIME COAT
Rl ~~-6" CONC. CURB & GUTTER
GRADE TO ~q
•1 THIS LINE R, T JI T ~P 2•~ ~ 2'-6" CONC. '~q,l- CURB & GUTTER
ORIGINAL ORIGINAL R3 5" MONO. CONC.
GROUND TYPICAL SECTION N0. 26 GROUND_ ISLAND
R4 ARMO RE D
USE TYPICAL SECTION No. 26 AS FOLLOW~• CONC. CURB
* ADD 4'-~" FOR GUARDRAIL FROM -YS- STA. 39+89.00 TO -Y5- STA. ~'rJ,-30.00 R5 4" CONC. ISLAND
COVER
R6 CONC. EXPRESSWAY
GUTTER
S 4" CONC. SIDEWALK
T EARTH MATERIAL
- Rl- ~ -Y5A- U EXIST. PAVEMENT
Wl WEDGING
~ * 10'-0" 12'-0" 12'-0" * 10'-0" 2'-0" VAR. 10'-0" VAR. 10'-0" 2'-0" 8'-0" TO 15"-0" I TO 15'-0" W2 WEDGING
} 0 2~_0„ 2~_0,~
r~ NOTE: I
v
1. SEE SHEET 2 FOR Cl Dl DETAILED DESCRIPTION
0 a
T ORIGINAL I ORIGINAL ~ GRADE OF PAVEMENT SCHEDULE POINT
3 GROUND GROUND 2. ALL PAVEMENT EDGES
~ ~ ORI~ o qR. f~' GR( ORIGINAL o.oa o.02 0 02 o.os ARE 1:1 UNLESS OTHERWISE GRO~~N~~D~ ? ~ 4.~ NOTED
~ 3,~ 3~ Dr I C2 v p,R•
R2 GRADE R2 POINT 4:) ORIGINAL 6~( I 12„ 6" GROUND
~ 0.02 _ 0.02 0.02 _ , 0.02 GRADE TO ~V~~/I,,
~ T THIS LINE T
a J2
T GRADE TO ~q o R. 3 THIS LINE
y ~ PR• T Jr T
a a ORIGINAL ORIGINAL
GROUND TYPICAL SECTION N0. 27 GROUND „
~1~~~~~; * ADD 5 -0 FOR 5'-0" FOR GUARDRAIL TYPICAL SECTION NO. 28
+L USE TYPICAL SECTION No. 27 AS FOLLOWS: USE TYPICAL SECTION No. 28 AS FOLLOWS:
° * ADD 4'-0" FOR GUARDRAIL FROM -Y5DR1- STA. 10+18.00 TO -Y5DR1- STA. 12+00.00 N FROM -Y5A- STA. 12+75.00 TO -Y5A- STA. 14+38.76
0 0
N
U N ~d1sQP1tlSQ
0 L Alfltl(i®~i3.~°~AA°1
a
saaz s ~ ~dw
S_ d
° g~~~
° N
0 0
N
M

DETAIL A PROJECT REFERENCE NO. SHEET NO.
LATERAL 'V' DITCH DET DETAIL Z -1= M U LKEY U-47638 2-K ENGINEER5 S. CON SLI LTANT5
(Not to Scale) DETA>_ G DETAIL M ToE P TOE PROTECTION PO box 33127 RNV SHEET NO. Not to SCQ~e) RALEIGH. N.C. 27636 3~ [phone]
SPECIAL CUT DITCH STANDARD BASE DITCH DETAIL T ~ 3./~ (Not b (Not to Sca1eJ (Not to scale) MEDIAN DITCH ~qT R [phone] (FAX) ~qTT ~ WWW.MIJLKEYINC.CCM ROADWAY DESIGN HYDRAULICS
Natural FiII TIC Slope Front (Not to Scalel R F Natural ENGINEER ENGINEER
Ground 3./ D 3°A 1"/Ft• of Ditch Natural Natural Shoulder Shoulder Slo e \ e Slope Ground .A Polnt Polnt p Natural q°° 3, Ground d Fill Ground Slope d
Min. D = L0 Ft. Ground 3~ F\o l D F/p 9,yor °~o~Ne< ~ ~ q D
b = 5.0 Ft, _ Min. D = 2 Ft. er p ~\o d= L0 Ft. Min. D- L0 Ft. B B = 5 Ft. - Io0 Ft, Filter ][~(L®~~~s~si ]~i Fabric DO NOT USE FOR % W ACQUISITION
Min. D- I.0 Ft,
STA. 22 + 15 TO STA. 24 + 50 -YS- RT STA. 32+00 TO STA. 32+91 -Y5- RT STA. 237+65 -L- TO STA. 238+33 -L- RT Type of Liner ype ofi Liner= Class B Rip Rap
STA. 161+50 TO STA. 166+50 -L- LT STA. 240+50 -L- TO STA. 238+33 -L- RT STA. 12+77 RT. TO STA. 14+51 -Y1RPD- RT STA. 126+00 -L- TO STA. 126+69 -L- M STA. 217+00 TO TA. 217 + 00 TO STA. 218 + 00 -L- LT IDO NOT USE FO CONSTRUCTION
STA, 140+00 TO STA. 145+00 -L- RT STA. 16+02 -Y1RPD- TO STA. 17+54 -Y1RPD- RT STA. 126+69 -L- TO STA. 127+50 -L- M STA, 17+00 TO STA. 27+O1 TO STA. 28+39 -YIRPC- RT STA. 69+50 -YBFLY- RT TO STA. 98+50 -L- RT STA. 228+50 -Yl- TO STA. 227+60 -Yl- M STA. 242+30 TO .TA. 17 + 00 TO STA. 17 + 50 -YS- RT 242 + 30 TO STA. 245 + 00 -Yl- RT
STA. 24+44 TO STA. 26+24 -Y3DET- LT STA. 15+20 TO STA. 21+50 RT -YCFLY- RT DETAIL N
STA. 65+60 TO STA. 66+80 -Y2- LT STA. 17+33 TO STA. 21+50 LT -YCFLY- LT STANDARD 'V' DITCH
STA. 262+00 TO STA. 265+10 -Yl- LT STA. 61+50 LT TO STA, 64+50 -YBFLY- LT (Not to Scale) STA. 23+50 TO STA. 26+00 -Y1RPD- LT
STA. 22+00 TO STA. 23+50 -Y1RPD- LT Natural Natural ~ETAL_ Ll DETAIL AA
STA. 19+47 TO STA. 22+00 -YIRPC- LT Ground 3./ Ground DISSIPATER PAD STA. 22+50 TO STA. 25+00 -YIRPC- RT D (Not to scale) CHANNEL IMPROVEMENTS
STA. 26+00 TO STA. 27+00 -Y2RPB- RT d Min. D = I.0 Ft. DETAIL B NATURAL DETAIL
LATERAL 'V' DITCH STA. 13+50 TO STA. 14+50 -Y4RPD- RT Fllter Fabric Max. d = L0 Ft. 'B'B°-YgRP`-`r ~-GROUND FALSE SUMP
(Not to Scale) STA. 68+50 TO STA. 69+50 -YBFLY- LT Opo W~- 3.75 STA. 25+87 TO STA. 26+62 -YCFLY- RT o00000o Wz= ~I25 ( Not to Scale)
STA. 24+00 TO STA. 25+5 -YCFLY- RT Type of Liner = Class B Rip Rap ooopopo wz rH- ,55' b Fill ~(]Q~~G EST.5 i0N5 18' Median Ditch
Q CLASS B RIP RAP Natural Sloe STA. 15+O1 TO STA. 17+18 -Y3DET- LT STA. 14+80 RT. TO STA. 15+85 -SR1- RT wl Ground D ~ I°/Ft. p STA. 221+00 TO STA. 224+00 -Yl- LT ES7.IISY FF NATURAL ~ 911 ~ 2.~.._. ~L`
d STA. 17+52 TO STA. 19+00 -YS- RT GROUND Fg
Filter Min° D = L0 Ft, STA. 19+00 TO STA. 20+22 -YS- RT DITCH FILL CLASS 'I' RIP RAP ee Chart Below)-~-,--~- 20' ~ GI I FILL w/ FILTER FABRIC S etc.
Fabric Max. d = L0 Ft. STA. 212+00 TO STA. 212+50 -L- LT oR PIPE b = 5.0 Ft. STA 212+50 TO STA. 213+00 -L- LT o 00 o G 0 00 S=Ditch Slope rL Proposed Ditch
STA 226+50 TO STA. 227+50 -Y1-LT D E T A ~ ~ Soo 0o Go o So ooSG Ditch Grade L Ditch Grade L
Type of Liner= Class B Rip Rap STA 227+50 TO STA. 228+50 -Yl- LT HEAD DITCH VARIABLI ( Not to Scale) FILTER FABRIC VARIABLE 4.0' TO 9.0' VARIABLE 4.0' TO 9.0' 0.0% TO 2.0% 20' Over 4.0% TO 6.0% 40'
STA. 161+50 -L- TO STA. 166+50 -L- RT INLET TYPICAL NoT Ta scuE IN~ETTO YsPI~ L OUTLET TYPICAL Over 2.0% To 4.0% 30' Over 6.0% 50'
STA. 182+00 -L- TO STA. 186+00 -L- RT Groundl ~ Groundl STA. 18+50 -YIRPC- LT. LINING: CLASS B RIP RAP EST. DDE = 15 CY STA. 55+70 -Y2- TO STA. 56+85 -Y2- RT D 3 EST. DDE = 75 CY Nor ro scALE STA. 99 + 76 M -L- EST. DDE = 136 CY
STA. 17+18 -Y3DET- TO STA. 18+88 -Y3DET- LT EST. 88 TONS CLASS 'I' RIP RAP STA. 107+26 M -L- EST.175 SY FF STA. 109 + 36 M -L- I
DETAIL H Min. D= IFt. DETAIL V STA. 113 + 74 M -L-
SPECIAL CUT DITCH B B= 2 Ft. RIP RAP AT EMBANKMENT STA. 99 + 3 7 -L- STA. 118 + 24 M -L-
DETAIL C (Not to Scale) Front 1 Not to Scale) LATERAL BASE DITCH Natural a°~o~'<0< Ditch STA.124+24 M -L- STA. 128 + 76 M -L-
(Not to Scale) Ground 3°/ \o` Slope ~ D F Ditch DETAIL BB STA.133+76 M -L-
b d Min. D = I.0 Ft. ~ Grade FiII STA. 14+50 -Y4RPD- RT B-2 LINING: CLASS B RIP RAP Filter Fabrics o CHANNEL IMPROVEMENTS STA.139+45 M -L- STA. 141 + 76 M -L-
Ground 3 ~ 51ope Fllter Fabric Max. d = L0 Ft. STA. 114+00 -L- RT B=0 LINING. CLASS B RIP RAP D 3 I'/Ft. STA. 143 + 76 M -L-
STA. 23+50 -Y1RPD- LT B=2' LINING: CLASS B RIP RAP I.o' _ Type of Liner = Class B Rip Rap STA. 27+10 -YIRPC- RT B=2' LINING: CLASS B RIP RAP ~ ~ ~un~ STA. 149 + 76 M -L-
B Mln. D- Ft. Est. 7 Tons \ aeon STA. 227+50 -Yl- LT 6=2 LINING: GRASS B= Ft. 5TA.18+88 TO STA. 19+35 -Y3DET- LT Type of Liner= Class IRip-Rap \ STA. 166 + 74 M -L- - STA. 171 + 74 M -L-
b= 5.0 Ft. \ ~'"O~_ - - - - - - - STA. 175 + 24 M -L-
STA. 64+50 TO STA. 65+00 -YBFLY- LT STA. 99+50 TO STA. 99+b5 -L- RT EST. 14 TONS 1 / ~roA ~?y D;~ STA. 176 + 44 M -L- / _ STA. 178 + 24 M -L-
STA. 32 + 91 -YS- TO STA. 35 + 00 RT -Y5- RT B = 2' D =1.0' STA. 65 + 00 TO STA. 66 + 00 -YBFLY- LT D E T A ~ ~ P STA. 99 + 70 TO STA. 99 + 80 -L- RT EST. 14 TONS i •i STA. 30+00 -Y5- TO STA. 32+00 -Y5- RT B=2' D=1.0` TAIL DITCH STA. 20+00 TO STA. 20+30 -SR2- LT EST. 45 TONS ~ / ""u R"P STA. 180 + 24 M -L- - ~ KEY ~ 11/ FLTER FABRIC
STA. 28+50 -YS- TO STA. 30+00 -Y5- RT B=2' D=1.0' (Not to Scale) STA. 28+31 TO STA. 28+70 -SR2- LT EST. 35 TONS ~ DETAIL 1 o~,,,,,, I fTYP) STA. 183 + 74 M -L-
STA, 28+43 -SR2- TO STA. 31+75 -SR2- LT 6=2' D=1,0' SPECIAL CUT BASE DITCH Natural Natural STA. 149+56 TO STA. 149+86 -L- LT EST. 47 TONS Ez.cNANNEL . CHANNEL II~V_•~~C 1'I ~ I I STA. 188 + 24 M -L- STA. 191 + 74 M -L-
STA. 17+45 -YIRPC- TO STA. 19+47 -YIRPC- LT B=2' D=1.0' (Not to Scale) Ground ~y g°~ Ground STA. 175+35 TO STA. 176+40 -L- RT EST. 110 TONS STA. 2b+00 -YIRPC- TO STA. 26+99 -YiRPC- RT B=2' D=1.0' • D STA. 178+92 TO STA. 179+29 -L- LT EST. 60 TONS INLET TYPICAL INLET TYPICAL CHANNEL STA.195+09 M -L-
STA. 201+65 -L- TO STA. 202+75 -L- RT 8=4' D=1.0' Front NOT TO SCALE NOT TO SCALE OUTLET TYPICAL STA. 198 + 74 M -L- DDE = 50 CY NOT TO SCALE STA. 201 + 74 M -L-
STA. 28+80 -SR2- TO STA. 32+10 -SR2- RT B=2' D=1.5' Natural Ao\o~,(e< Ditch Min. D- L0 Ft. STA. 181+94 TO STA. 183+77 -L- LT EST. 150 TONS DDE = 50 CY STA. 220+30 -L- TO STA. 222+ -L- LT B=2' D= Ground 3y D °\o~ Slope B B= 2.0 Ft. STA. 183+00 TO STA. 183+77 -L- RT EST. 95 TONS 50 1.5 F STA. 220+30 TO STA. 220+40 -L- LT EST. 32 TONS STA. 2 03 + 74 M -L- ~
STA. 265+10 -Yl- TO STA. 267+25 -Yl- LT B=2' D=1.0' B = STA. 19+35 TO STA. 19+55 -Y3DET- LT EST. 75 TONS STA. 124 + 97 -L- LT & RT STA. 205 + 24 M -L-
Mln. D I Ft. 8= 2 Ft. STA, 13+85 TO STA. 14+17 -SR2- RT EST. 12 TONS STA. 209 + 74 M -L- STA. 212 + 74 M -L-
STA. 215 + 74 M -L-
DETAIL D STA. 13+25 -Y4RPD- B=2' LINING:CLASS B RIP RAP STA. 14+5o-Y4RPD- TO STA. 15+50-Y4RPD- RT DETAIL W LATERAL BASE DITCH 5TA.113+00 -L- LT B=2 LINING: CIASS B RIP RAP STA. 244 + 91 M -L-
( Not to scale) STA. 23+50 -YiRPC- TO STA. 25+85 -YiRPC- LT PREFORMED SCOUR HOLE \ ~ DETAIL CC STA.245+81 M -L-
b STA. 193+00 -L- TO STA. 194+00 -L- LT STA. 139+33 -L- LT B=4 , D=1.5 LINING: CLASS B RIP RAP (NOT TO SCALE) ~ Natural Fill STA. 76+20 -YBFLY- TO STA. 78+50 -YBFLY- LT STA. 26+50 -YiRPC- LT B=2' LINING: CLASS B RIP RAP \ INLET TYPICAL CHANNEL IMPROVEMENTS STA.247+26 M -L- NOT TO SCALE OUTLET TYPICAL STA. 39 + 65 M -Y2- \ NOT TO SCALE
Ground 3/ ~j°\ I'/Ft. Slope PLAN VIEW PERMANENT SOIL \ d p STA. 222+50 -L- TO STA. 226+00 -L- LT STA. 24+44 -Y3DET- LT B=2 LINING: CLASS B RIP RAP REINFORCEMENT
Mln. D = L0 Ft. STA, 270+13 -Yl- RT B=3' LINING: CLASS I RIP RAP (By Others) MATTING (PSRM) B Fllter STA.141+50 -L- LT B=4', D=2.0' LINING: CLASS B RIP RAP oiTCeEOURLET
Fabric Max. d = L0 Ft. A a
when B is < 6.0' B = Ft° DETAIL Q \ / \ 2i ~ ~ 1 / N V , • ~ C1A55 'Y RP RAP
b = 5.0 Ft. TOE PROTECTION I, \ / ~L5' M/ FLTFR FABRIC VARES
Type of Liner = Class B Rip Rap DETAIL ~ (Not to Scale) INSTALL LEVEL AND FLUSH YAa"~.,s EST TONS CLASST'I' = 126 TONS
SPECIAL CUT BASE DITCH ~~q SOCOUREHOR~FO ~MED WiTH NATURAL GROl1ND STA. 16+80 -YiRPC- TO STA. 17+45 -YiRPC- LT 6=2' (Not to Scale) TTF Fill T-B EST FILTER FABRIC = 180 SY
5TA.166+ -L- T TA 1 - ' Fill R Slope 50 0 S 69+50 -L- LT B-2 Natural ,\o~ C Front Sloe \-P sEEO wITH DDE = 165 CY DDE = 270 CY
STA. 173+00 -L- TO STA. 188+43 -L- LT B=4' Ground 3</ A° ~~e Ditch p d F NATIVE cRASSEs STA. 188+43 -L- TO STA. 190+00 -L- LT B=4' D F\~ Sloe AT INSTALLATION STA. 142+53 -L- LT DETAIL JJ
STA. 170+50 -L- TO STA. 178+00 -L- RT 8=4' d p Filter
STA. 186+00 -L- TO STA. 191+50 -L- RT B=2' Fllter Fabric B Min. D = L0 Ft, d= L0 Ft. Fabric SECTION A-A STA. 13+75 -Y4RPC- TO STA. 16+00 -Y4RPC- LT B=2' SPECIAL FALSE SUMP
Max. d = L0 Ft, PIPE STA. 75+47 -YBFLY- TO STA. 75+87 -YBFLY- LT B=2' Type of Liner= Fi~~ oR oz PsRM ( Not to Scale) DETAIL D D Median Ditch
STA. 21+94 -SR2- TO STA. 28+43 -SR2- LT 8=2' B = Ft. STA. 255+00 TO STA. 259+25 -Yl- RT LINING: PSRM ~ OUTLET ~ d CHANNEL IMPROVEMENTS 7" 2'
STA. 240+13 -Yl- TO STA. 240+90 -Yl- LT 6=2' b=3' T e of Liner = Class B Ri Ra STA. 261+75 TO STA. 264+50 -Yl- RT LINING: PSRM STA. 267+25 -Y1- TO STA. 269+60 -Yl- LT B=2' yP P P v ~ cROLRN~L-
STA.12+50 -Y1RPD- TO STA. 12+70 -Y1RPD- LT B=2' STA. 50+62 TO STA. 52+50 -Y2- LT LINING: PSRM class ~B' RIP RaP La THlclc INLET TYPICAL INLET TYPICAL OUT~E To ~Y~FEICAL NOT TO SCALE - - _ ee Chart Below)-~-- 20' GI
STA. 16+00 TO STA. 17+50 -Y4RPC- LT B=2.0' STA. 202+00 TO STH. 202+85 -L- LT LINING: CLASS B RIP RAP wi FILTER FABRIC TucK NOT m SCALE STA. 25+00 TO STA. 26+00 -Y2RP6- RT 8=4.0' STA. 17+90 TO STA. 19+40 -Y4RPC- RT LINING: CLASS B RIP RAP - ~ ~ , • ~ r- - - 5 etc.
DETAIL E STA. 25+50 -YiRPC- TO STA. 26+00 -YiRPC- RT B=2.0' STA. 10+70 TO STA. 12+65 -Y5- RT LINING. PSRM STATION B D W d CLASS B DDE FILTER PSRM • • ~ ~1i • L5' . •,~1 S=Ditch Slope ~ Proposed Ditch
SPECIAL LATERAL 'U' DITCH STA, 15+00 TO STA. 21+94 -SR2- LT B=4.0' STA. 42+50 TO STA. 43+50 -YRPA- RT LINING. CLASS B RIP RAP FT. FT. FT. FT. RIP RAP TONS FT3 FABRIC FTC FT2 ~ 1 a.ASS r RP RAP ' . ~ I ~ . . V Y • -~L5' II/ FLTFR FABPoC I 1 T Ditch Grade L Ditch Grade L
( Not to Scale) STA. 16+00 TO STA. 17+50 -Y4RPC- LT B=2.0' 11+73 YSDRt 5 2 4 t.o 4 90 65 2t5 ~ B, tea'" ~ •~\cussrRrRAP 0.0% To 2.0% 20' Over 4.0% To 6.0% 40'
D E T A ~ ~ R ~ 205+00 L 5 2 4 1.0 4 90 65 215 EST TONS C EST TONS CLASS 'I' = 126 TONS cNAC`~L ~7Qt FAe~ Over 2.0% To 4.0% EST FILTER FABRIC = 180 SY T'-ro' ~o a 30 Over 6.0% 50
BERM DITCH EST FILTEI Natural o~ < Flll DETAIL K ~Y Q~ DDE qq ~e o ~ (Not to Scale) J ~ 212+50 L 5 2 4 1.0 4 90 65 215 DDE = 270 CY EST TONS CLASS 'I' = 118 TONS STA. 159 + 83 M -L-
Ground 3y D \o~ slope SPECIAL LATERAL BASE DITCH ~ J F (Not to Scale) ? 217+60 L 5 2 4 1.0 4 90 65 215 EST FILTER FABRIC = 165 SY STA. 217 + 84 M -L- DDE = 215 CY STA. 222 + 74 M -L-
5.0' 5 0' STA. 229 + 76 M -L-
Min. D= L0 Ft. Natural of ~ FIII 7 STA.229+85 -Yl- STA.233+26 M -L-
craund q°~o><~e sl°pe D E T A ~ X STA.237+49 M -L- STA. 238 + 74 M -L-
STA. 205+50 TO STA. 207+75 -L- LT lo.o' v.C. D TOE PROTECTION DETAIL EF STA.240+24 M -L-
STA. 178+50 TO STA. 182+00 -L- RT L".J Min. D = L0 Ft. ~y (Not to scale) ~ STA, 269+70 TO STA. 272+00 -Yl- LT (By Others) B = 2.0 Ft. Min. D= LO Ft. ~qT~R CHANNEL IMPROVEMENTS STA.241+24 M -L-
m STA. 27+00 TO STA. 22+24 -Y2RPA- LT TF ~ Fill INLET CHANNEL STA.242+24 M -L- TYPICAL II
~ Fill ~ ~ Slope STA. 14+00 TO STA. 14+25 -Y5A- RT STA. 25+00 TO STA. 26+50 -Y2RPA- RT 51ope F\-P DETAIL KK II
~ STA. 35 + 00 TO STA. 37 + 00 -Y5- RT STA. 48 + 50 -Y2- TO STA. 49 + 00 -Y2- RT d ~ DETA~~ F STA. 14+00 TO STA. 14+25 -Y5A- RT STA. 49+00 -Y2- TO STA. 49+50 -Y2- RT d- L0 Ft. CONCRETE SWALE
~ SPECIAL LATERAL 'U' DITCH STA. 238+33 -L- TO STA. 240+00 -L- RT ( Not to Scale)
(Not to Scale) STA. 229+50 -L- TO STA. 230+00 -L- RT D
° Fill STA. 230+00 -L- TO STA. 230+50 -L- RT _ ' ~3°/0 \o~~e~ Slope STA. 107+00 -L- TO STA. 107+50 -L- RT Type of Liner- PSR~~ ~ ~ J
~ Natural /a~~r q°°\o~ STA. 107+50 -L- TO STA. 108+00 -L- RT STA. 18+77 TO STA. 7t+74 -Y3DET- RT Ground or D F STA. 109+00 -L- TO STA. 109+50 -L- RT Concrete a 3
i d STA. 109+50 -L- TO STA. 110+DO -L- RT STA. 23+44 TO STA. 26+11 -Y3DET- RT ~ Min. D= L0 Ft. STA. 111+00 -L- TO STA. 114+00 -L- RT
Filter Max. d- L0 Ft, DETAIL L cuss m RRIRAP i WITH FR.TER FABRIC I
Fabric STA. 180+00 -L- TO STA. 180+52 -L- LT D SPECIAL LATERAL BASE DITCH STA. 180+52 -L- TO STA. 181+03 -L- LT EX. CHANNEL i J VARIES 10' - IS'
~ T e of Liner= Class B Ri Ra (Not to Scale) STA. 187+Ob -L- TO STA. 187+58 -L- LT yP p p ~ DETAIE Y NOT TO SCALE Min. D= 0.5 Ft.
Natural q;\o ~e~ Fill STA. 187+58 -L- TO STA. 188+10 -L- LT STA. 195 + 50 TO STA. 201 + 50 LT -L-
STA. 117+50 TO STA. 120+26 -L- LT Ground \p'~ Sloe STA.190+35 -L- TO STA. 190+87 -L- LT RIP RAP AT EMBANKMENT o d D ~ p STA.190+87 -L- TO STA. 191 +38 -L- LT (Not to Scale) STA. 19 + 83 -Y3DET-
~ Fllter Fabric g = STA. 15+33 -YCFLY- TO STA. 18+00 -YCFLY- RT Fill Slope DETAIL GG DETAIL HH
o Min. D I.0 Ft. Roadways' ELEV. 15, C CHANNEL IMPROVEMENTS
Max. d = 1.0 Ft. vaRS. DETAILS Natural OUTLET CHANNEL / TYPICAL
a B = 2.0 Ft. BERM BASE DITCH ` Ground ~ T b I.0'~ o
T e of Liner = Class B Ri Ra (Not to some) yP P P I~ ~ 1
~ Natural Est. 850 Tons Ground 3° ~ ~ STA. 22+24 TO STA. 21+21 -Y2RPA- LT D Type of Liner= Class IRip-Rap ~ 1 ! CLASS 'I' RIP RAP \ W/ FILTER FABRIC ~ \
~ STA. 14+40 TO STA. 14+95 -SR2- LT Rowv _ 8002 6 ~dW
= STA. 24+25 TO STA. 25+00 -Y2RPA- RT g STA. 200+00 TO STA. 204+00 -L- RT ELEV.-270.94 STA. 204+00 TO STA. 208+00 -L- RT ELEV.=269.49 L5 fit. / d•~~
N Min, D= L0 Ft, STA. 208+00 TO STA. 212+00 -L- RT ELEV.=268.11 VARIES 3' TO 9' aASS PRPRAP ~ VARIES 3' TO 9' ~'TN~
B= L0 Ft STA. 212+00 TO STA. 214+00 -L- RT ELEV.=268.04 vaRlES 3~to ~ ~ ~ ~ CHANNEL KEY N L5' cTYPa
b= 2.0 Ft. INLET TYPICAL - NOT TO SCALE ET TYPICAL OUTLET TYPICAL NOT TO SCALE NOT TO SCALE NOT TO SCALE
EST DDE = 54 CY STA. 114 + 00 -L- TO STA. 116 + 00 -L- RT DDE = 54 CY EST DDE = 42 CY „ _ EST TONS CLASS I - 50 TONS
0 FST 3n TnNS rl ess 'I' RIP ReP rrT r.. rr~ r.~.,., _
' CJ 1 rIL 1 CR rAdRR. = bb -')T EST 40 SY F.F. DDE = 45 CY
STA. 11 +28 -Y5DR1- STA. 15+26 -Y4RPC-

_ „a..~r;~.x
' 1 ' ~ c' ~ ` ~ PROJECT REFERENCE NO. SHEET NO.
_ _ 11~ Y3DET ~ ~ I f~ I \h t~ ~ " ~ ' ~ \ ~ ~ EMNU L~K EAY U -47638 2 -DET l
~ ;I ~ ~ ~1 75 TONS CLASS I RIPRAP ~ P! Std 18+27.19
PI Sta 15+21.64 PI Sto 25+12J1 ~ ~ ~ ~ ~ W/80 SY FILTER I ~ 1 - ~ p ~ = 38' 2134.6 (RT) - q ~ 7 ~ t ~ ~ \ 1 % RACLEBI3H~ N.C2727636 R1W SHEET NO. enw~ ~t' / \ (9197851-1912 (9197 851-1979 (FAX)
26'18 17.8 (LT) ~ - 29'4144.7 IRTI ~ FABRIC ~ l _ i a = ~ ° _ ~ a ~ L~RUSI-I _ D 10°44 58.8 D 10°44 58.8 0 CHANNEL ~ t ~c;, ~ c~~ ~ 1N V?1N.MULKEYINC.COM ROADWAY DESIGN HYDRAULICS 11 ~ cF~~ 1 ~ ~ ENGINEER ENGINEER
D IO° 44 58.8 L, I S _ ~ - ~ ~ ~ IMPROVEMENT S I = L 356.84 L - 276.25 ~ ti, ` ~ v ~ , -~v~ ~ y ~
L 244.70' ~ , r: I _ ~ SEE DETAIL FF { ~ ~ i _ c ~ - T 185.40' - \ ~ \ J~ / / (~v l'lJ / J \ f .K
T - 124.55 T 141.30' ~ _ = RIP RAP ~t~ ~ C ~ ~ 1~ / " ~ \ ~ SPECIA CUT ~ C RFC 9 SEE DETAIL H N®T usE F®R ~w ACQUISITION
= R 533.00' R 533.00' r ~ ~I R 533.00 EMBANKMENT _
SE 0.04 SE = 0.04 SEE DETAIL V O DS. = 40 m h - 1 `S',~-/ ~ ~ 1 ` ' EE DE OV
P DS. - 40 m h O 1 P CLASS B RIP RAP 1 • ~
EST 3 TONS ~ ~ I 1 ~ 1 EST 10 SY FF \ \ ~ CLASS RI P / P~\ON } D® N®T USE F® C®NSTRUCTI®N
I 8~ 5 1 ~ ~ ~1 \ 1 ~ v~G~~ , `EST ~ ~ FF ~ O~\J,
2 - 84 CSP S W/TEMP. ~ I TALECRIS BIOTHERAPEUTICS INC ~ j
DB 4746 PG 941 HEADWALL s \ \ ~
DB 1119 PG 193 (BLANKET EASEMENT} W/METHOD B . r ~ DB 1081 PG 896 (BLANKET EASEMENTI INSTALLATION
DB 263 PG 444 (BLANKET EASEMENT) ~ \ ` aS ~ TRIANGLE SERVICE
PPU~~~ ~ PB 109 PG 101 LATERAL V DITCH r SEE DETAIL B ~ 1 \ \ ~ TAIL DITCH CENTER. INC.
-Y3DET - PRC 16+41.79 \ ~ ~ ~ SEE DETAIL P k SEEEDETAIL ATCH ~ B 1286PGG60 78
3 ~ \ ~ , ~ CLASS B RIP RAP Q TRIANGLE SERVICE
C~ , R/W MON -0 2 . 5~ 5 ~ \ ~ ~ ~ EST 5 TONS ~ Q CENTER, INC. ~ \ t \ EST 14 SY FF / X DB 317 PG 184 75
O J ~ ? - - ~ TY ~i SPECIAL CUT DITCH r ~1- r-o~ 1_~ ~ -o-
SEE DETAIL G ~ ~ `tJ~ - ~ , , 20.75 ~ ~ I ~ PB 53 P
O F ~ ~ ~ 7I C a O - - rn 'V
-Y3- PC 13+9 . _ ~ 3
. - _________2 _ - Yom, Y3DET PC 13 97.09 LA ~ . _ _ _ _ _ , ti _ ~ _
- - 8 -a-- _ BEGIN CONSTRUCTION E ~ - ~ ~ ~ - - - - - - - -
' ~ RAW MON , rr'"1_ y
2 F = - 1 - - _ _ 4• ~ - , ~ - 59°50' ~ - - -~E ' -
t _ i ~ - - - - _ _ _ - - -DOLLAR ~ 1 - \ ~ ~ , _
-'^~v S F0~- -V1-v~ Cti~, 7~ r`~ --T FO- --~`~.^~rrv~rrrv - - F - r - - ~ AND EX9' \ _ - - - - - T„..Z _
wJ _ i - - - - I XYYYYWV1rYYWYti_YJ F 45EMdEN'f ? - TV FO 0 ~ - - _ _ - Y'f ~F~~rYti , _ - ,f ,
TION ~ ~ . - ~ EAUTIFICA it ~ - ' Y 1. _ ~ / XD
- 0" ~ ~ F ~ ~ ~ >vw~ T ~ ~ ~ - _ TF `1 \ R TAI ~ _ _ ~ ~ \ ~ ~ µ 4 l/
~ EXISTING R/W~--~ 7 N _y FOB, ~ ~ _ _z __r , _ Gay f~ r, ~
- POST , ~ ~ , ~ZV c}" _ _ - r1 -~w"~n,, \ r 1/ 1 I~.J v
1 ~~1..^ w-MJ i ~ ~ ~ ~ S_. '11 ~ ~ ~ _ -v \
- - -Y3DET - PT 19+98.64 _ ~ , - ~ ~ - - ~ _ _ ~ _---i_ ~ ,may f c~''
- - ~ t - T FO" - Q - - ~ - ~ 1 ~ _ 4,..m.,, _ ti-~ ~ ~
FO-- _ - -Y3 ~ ~ _ l , TEMPORA Y RM - . _
' ---T _ - ' - ~ _ - _ _ _ - _ _ _ ~ TOE PROT CTI N - ' ~ EE DETAIL ~R _
- WI 1~ _ - - ~ _ - ~ l
N - _ - _ { _ - _ -
1 E - _ - 0 o ~ - - 4 ~ ~ - _ - _ _ IJ
- _ - _ _ _ _ _Y - - _ - ~ ~ '~h - - _ ~ , ~ ~
- _ 3 - ~ - f - _ _ W - - -J", - - ~ I - T F / rv v v,(v - ~4 ~7` ~ e~l~~ ~ ~ I - M ~ 3 rT ~ -~---'''1 ~ FORS?>1 SOX = i _ - , _ -
- i , _ _ _ 1 - _ - DRUSH _ ~ ~ ~Y IN ~ ti - . _ _ _ - -
- T FO-' ~ ~ ~y f .....-f l _ _ ~ _
_ _ 1_r~'lZr''1 ,~,,tin.r~twA,,~J~,tia _ N Uri r f. .n~L.o.n_t.~n1~ .^_'`.-ln,^ ,1^.. T FO-' - -
_ _ - n.n~v~^ ^""`n~`~`n rr ll 2..rr1 .T `q ~ ~ _ S~-tr T FO- - ~~nAn~h^~'v` V / LnZ ~ Stu} 1 A>~J ~'_w _ _ - _ - ~s-~~.. -z: ~~rc Vii, l~ r~ ~ _ ~ ~ -~,N % ~ANC~ RAIC--_x__-~-~_. C~~ ~ _1. r A ~ c C~ _
- ~ o ~ ~ ~ 1 t _ I
- "J TRIANG'L~'~RESE~CH FOUNDATION OF NC _ , . . r.
- - ~V,, y s• ~ DB 315 ~.~~T mow. - _ f r~L _ <,r~~ ~ Y ~ E , _ ~rY- o~ 1__._ , E ISTING R/W I ~ \ `\\1~~ \
'~1 `-f DIANE T. POUNDERS PB 52 PG TI ~~~r~ h 72 's' - ~ DB 2598 PG 948 r ~ ~ ~
- 74 ~ ~ - - _ _ ~ PB 108 PG 151 r--: -
340
CULVERT HYDRAULIC DATA P/PE HYDRAULIC DATA 3 3 O
DESIGN DISCHARGE _ 800 CFS F DR,4/ ,4GE STRUCTURE Sto.23f42
- BLEND TO EXISTING W DESIGN-FREQUENCY = 5 YRS 0 DRAINAGE _AREA = 0.68 AC
' PIPE HYDRAULIC DATA DESIGN HW ELEVATION = 276J FT cfl DESIGN FREQUENCY = 5 YRS
' _ BASE DISCHARGE = CfS N DRAINAGE STRUCTURE Sla.l9 35 DESIGN DISCHARGE = 22 CFS
~h, BASE FREQUENCY _ YRS DESIGN HW ELEVATION.. = 282.6/ FT
rn DRAINAGE AREA = 12 AC _ N DESIGN FREQUENCY - 5 YRS BASE HW ELEVATION = FT - . r,; - PI - 21 DO.Ot = Zl(00.00 l00 YEAR DISCHARGE = 32 CFS 3 Z O
O OVERTOPPING DISCHARGE= 1,500 CFS - O 11 DESIGN DISCHARGE = 45 CFS EL - 306.51 = 306.5/' l00 YEAR HW ELEVATION = 282.82FT
7 ~ ~ DESIGN_ HW' .ELEVATION = 287.80 fT OVERTOPPING FREQUENCY= 50f YRS OVERTOPP/NG FREQUENCY _ YRS = 900' OVERTOPP/NG DISCHARGE _ CFS
O ro _ VC =900' o _ _ ~ ~ _ + - .100 YEAR DISCHARGE = s eFS OVERTOPPING-ELEVATION - .2865.... FT K 557 557 OVERTOPP/NG ELEVAT/ON FT
a ~ ~ ~ 100 YEAR NW ELEVATION = 288.07fT T ~ w - = DS = 80mph 80m h _ _ I _ -
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RevisloNS -L- II"" PROJECT REFERENCE NO. SHEET NO. ~MLILKEY U-47638 4
Pls ~i182i4414 PI Slo 89ifN.31 Pls Sta 9511072 9s ¦ 6'34'9" ffi46'219(Rr1 6e +6'34'453' k1 a°""" RNJ SHEET NO. is ~ 9i a5 x:19; a ~°..w ~...~~.~;~~.~or ROADWAY DESIGN HYDRAULICS
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sr ¦ N~AEO' r ¦ ~9T~ sr ¦ r6~a ~E _ } 5 ~ - R - 2,090D0' 0 19 CHANNEL - ADT 2011 ADT 2030 INCOMPLE E PLANS =HANNEL
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R 75459' R R 200D0' ~ „ ~ 5A RT ¦ (J~(Jf; JG ¦ VAN JL ¦ ~ JG ¦ ~ - - , ~ i //~G RETAIN o F ~ Cy O j +2 7 - :fir!'-,..r'?v~`.'".s.. ,A 64' RT ``U~
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1 SEE DETAIL H \ TEMP ~ _H-J-" \ SPECIAL CUT DITCH W0005 ff j \ ~ L'Af\ ~ OL'FICE f i ~ (TIE TO EXIST.) \ TBM 10 + 300'UNIFQRM TAPER
SEE DETAILG s~_. X J'~ .,~'"f Y ~ GkfYEL A\ ~uyar ~ nETR^~,. a_~ [MSTNC nn Y~ DEC ~ LATERAL V DRCH I zoo.oo• ELEVATION = 328.91 ~T ~f~8 ELEVATION = 342.28 CHANNEL N 768048 E 2040164 IMPROVEMENT BL STATION 116+q6 N 766546 E 2040121
.if'~. ~W~~~. I ~ ~l~' ~ ~ ~ \V 'tt0005 SEE DETAIL A 1 SEE DETAIL AA 8 264 LEFT BL STATION 121+q6
~rPR4P `~~~~s>~;...~. iir'4r'r ~ ~ I SK:N l7 5~
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~ ~ ~ ~ P3'P5 X10 / ~ / t% \ _ _ x -L- POT 102+93.15 49.53' RT. / / ~ ~ ~ r` 52.53' RT. rat, / ebb t / ~
0 a ~ / ~ DRAIWDOWN ~ ~ -BL- 01 PINC 116+3 .71 26 }I
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~ / ~ SEE DETAIL V \ ~.~..rM ~ - ~ : , 41 SPECIAL CUT DITCH } SPECIAL CU' DITCH I I -
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nr~F°I EI. - ~ fBL- 203 PINC 103+05.89 = . 2GI \ 1 ~ r~,M. . j/ JEI ,a L- POC 86+85.28 ~ ~ ~ s
REFAIN ,.V -BL-202 PINC 98+54.93 = RIPR ~ 838,80' RT. R~,%~ ,l • ~ - AP f 0 / 9! BERM DITCH I' ~y N 3 -L Roc s2+z7.o7 ~ ~ ti 1 _ _ N ~ ~f. y ~t~ I
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j o~ RETAIN /Are/ ¦ 'z ` o +4 . ~s, al /Q%.' YRPA- PT 52+7050 K ~ t 9s.oo' I EXT 5 T NS m _ ~~,,~y~b~MM' , ~ ~ f ESi 14 YFF zp rJ
~ + / ~ . ~ ~ ~ ~ 95.00' ~ 609.55' o f 5 06' 4'2 ' E ~ I~.
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N ~ \ so,~ SEE SHEET 3/FAR a'CFLY- PROFILE SEE SHEET 39 FAR YRPA PROFILE
SEE SHEET 3P FAR -i- PROFILE SEE SHEET 4/ FOR Y5 PROFILE
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-YIRPC- ~C- M U L KE Y U-47638 5 ENGINEERS Sc CONSLILTANT5
PO box 33) 27
Pls Sta 11+42.00 PI Sta i P/ Sto /8+48.20 RALEIDN~ N.C. 27636 RNV SHEET NO. [phone] _ f91 W 851-1 91 B (FAX) ROADONAY DESIGN HYDRAULICS
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Ls = 213.00' D = 0° D = ~ 57' ~~7n ENGINEER ENGINEER
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~ REVISIONS ADT20118, TRAFFIC DAGRAM TRAFFIC DIAGRAM PROJECL REFERENCE NO. SHEET NO.
~ ~ - Iy200 r X400 46,200 ~ 38,000 ~/~1' 7? _~tA6~- -~MULKEY U-47638 6 3s PM' SHEET NO.
7,000. 2,100 2,200 2800 ,I[ TD ~ 7~ d 44 " p~Y -r'~~-~--'-'" ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER
4,200 4,100 - 5,400 2,100 UNL ~ T 148.00' -L- { Atll~ TON 94.45' - 148.00' ~y ~T~'~'~~
I TRIANGLE M ~ 't ,--'~~I. TRIANGLE I I 15" - 1} 2 t~ 05~ PARKWAY PARKWAY t a t T I ib----~5-'Li W -'~~-+`~""^'."emu' _ - ~s-~- , _ - INCOMPLE E PLANS _ ~ DO NOT V9R POR /W ACOUIeITION
szaoo 1 tll 3s aoo ilf,'F~b. 1~ A t t~11 t t } zo `l m ~ 1^~~' ~ PRELIMIN RY PLANS DO NOT VBB RO CONBTRUC170N
5,000 ]OD 200 1 OD ~\~3~`~ + I ~ ~ ~ ~ OS t 98.24' CLASS B RIP RAP ~ I ~ iii I \ 8.24' -
a 5400 -T ~ 300 3,000. 2,700 Esi 3 TONS c~ o c t ~ 26' ' ~ - EST 10 SY FF Q 1" h ~ ~ _ ~ l 1 ~ 58' 85.00 100.00 ~ 6\ E E15AL IiC.
_ ~ ft 19~8p0 - 3 80D 4v00P5 ~0 ~ 150-50-l50 ~ s ~ 5' OFFS ~ ~ E_ 132 L 132 LT S OfFSE7 ~ 1~ o t rn 09'Li ~~100. t I / + ~ 41,000 Z 35,500 49 r~-, .M1 m o E . _ F ~R2- PC /3'I•I~t/3 , ~s w Fo II6! ~ NAD 895
0 \ ~I "-"->z a° PDE P g MEDI N DIrcH ' 1 M a Qrc 0 \ CHANNEL ,QD~ +44. SEE FT ILT ~ 1` - / M o a06EN RiP AEAI.TY LLC ~ , ` ~ , ~ , \ +zo.oo l ~ ~ 96.23 +43.00 ' 1 1~;~,3 ~ q. 100.00'
0o z~ 6~ unPROVEMLwr \ lza u 1 al L ` v \ ~ ~ p ¦T SEE DETAIL DD p t I / ~t 1 X TAIL DITCH DITCM~ _ _ X SPECIAL CUT BASE DITCH ~ f ~ ~ ~ SPECIA TE SEE DETAIL 1 0
+ 4 _ - - _ .N 111' LT SEE DEFAIL P a '-AE N I BG t ~ ~ ~ ~ , ~ ` - 100.00' 100'LT STA ZB+ -Y1RPG, t o ~ ~ p ~ _ BASED C 105.00' WOODS ~'r', ~ - SEED AIL L
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15" CSP t SEE DETAIL I ~ Cu5\RIA E P v?ELBOWS 8 ROD ® , a'IRPC- PT 24+2868 ~ EsT z Torls ~ ~ `a~~uG - m 4g 1 2 ~ ~ ~ O ~ ; ~ c6 /sd UNIFORM TRANSITION - LT. ~
/ EST 7 SY FF ~ ~ ZG t ~J1A I,~~ ~ p 'M1/1/ +10.00 / - ` v ~ r~i ~ O ~ry a ' HW L ~ \
00.00' / ~ 1 I ° ~ - CLA55 B RIP ZGI ~ - "o S 1 1 EST 17 TONS ' TBM 14 ~A, T4E 56 LTB Y1R / 2 0 wXN ~ p0 EST T8 SY ELASS B RIPI ~ ~ ~ -~-rr_ ~ ~ -~>r ~ :ST 17 TONS ~ ~ - ~ W i :5T 28 $Y TAIL DIT ~ _ _
SPECIAL CUT DITCH ELEVATION = 290.66 cuss B RIP RAP SEE DETAIL G CAT-1 / - ~ K ' ~ C1A551I RIP RAP ~ N ~ M \
NBLOSTATIONE103984 ~i I~ONVFMENi EsT,oroN~ SEEEDETAIBASC DrtCH ~ n \ 257 LEFT SEE DETAIL Be ~ / mo ~ ~ 1 ~ ~ 1 t I 1 300' SRION / / ~"V ~ ~ • ~ ~ I 1 1~ 1~ ' E57 40 TONS , ' ~ E57 75 $Y FF bb ~ o 0 0
o UNIFORM iRAN / / - ' 1 ~ 1011 1 1 t'~t urERU BASE DDCH m / ~ / cuss B RIP RAP F~ , ~ ~ l 1 1 1 t a ~ I f ~ ~ ~ _ - RAU 0 _ \ /Sd UN/FORM TRANS/T/ON - RT, * 24' - d-
SEE DETAIL D m ~ / EST 3 TONS ~ J~" X ~ ~ 'll I t I P 1 , -BL-123 PINC 141+29.37 = + G ~ ~ / / I, EsT 1o sr FF ~ c t ~ ~ - I 1 ' 1 I ~E oo ` 7 y i^ ~ 1 D~ ~;~;~--r~ a T; 30"
-L- POT 124+65.65 i/~/ ; ~ HEAlI Dlr I ' I 1 t 1 Bi InwROV C 4.9A= ~ ~ C cuss B RIP ~ ~ ~ N > `sE pETAI n ; , , , ~ 4 1 I 1 m t ~ t; sEE DEr, CHANNEL ~ _ ~ / ~ }IMPROVEMENT _ r: SEE DETAILS CC ~ TBM 17 W6005 R=11309.19'
~ , EST/ TONS ~ ~ U 1 1 1 ~ RA RI 8DD ~~/.~yv~ _ 5 5Y FF ~ zw , ST END SBG GRAU~50 ~ 0 H ~ ERAL V DITCH I ~ 1 1 t ~ I EST Tp ~ ES 1 T N A 10+18 Li YI RP - ~p~~ a oD ELEVATION = 294.44 LC=2071.34' Es~Sr 7~ - ~ N 772118 E 2039591 c7orAL1
8d ~ ~ ',ES ~ EST b E00 LATERAL SASE DITCH 5 DETAIL A 2G1 ,y^ 0~5 clot z ~ ~TS 231 I 1 ' ~ i SEE DETAIL/ ~ ' EST s - BL STATION 158+qq 223 LEFT -
aoD I / - i I I l I I WA11 ~ BEGIN SBG B G N SPECL4L CUT BASE DRCH + ~U 1 1 STA.14+55 LT -YIRPC- 6 -BL-125 PINC 147+16,21 = SPECIAL CUT DITCH SEE DETAIL I row~m ~ / ~ 1 t 1 ~ ~ , 1 ~ WALL , ,G' \ - RIP RAP EMBANKMENT ~ ~ ~J~--.-^~- SEE DETAIL V /
- SEE ETAILG c c~T-1 -L- POT 130+52.50 _ R ~ Gooy _ ~7-ST~I IN sBG 1, I 1 11 Iln~ t l 130 ~ 30 ~ ~ e woo o°o~ ~ /
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, q "n°, ~ T n 11 I 0 ~ S -p , ZGI '3D'.,_ i 1,. ~ i 3GI 8 0 ~ ~ ~ \ N~ 3a ~ R
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_ 1 ,t 1 0! IOIti r0 6tl6 \ 15~ APO + w s 1 4 _ I 5ooa h 612 10 616 \ -BL-124: C 144+04.39 = j " SPECIAL cur DITCH \ 1 1 \ -Yi ' 42.79' RT. ~ 1 °1 4 -Y/- SfAP3/fP•A2/ IATERAL V DITCH ~ SR I- PC l7i'~9J7 ~ \ SEE DETAIL A
-L- POT 127+ .G7 SEE DETAIL G 1. 1 t E D FEfAW1A0 W 1 m ~5. t' 725.00' ST DARD BASE DI H A 4.04' RT. ~ HEAD DRCH DITCH -Yh SfaP3J~6'OM 1 \ 1 1 \ 1~ ~~FF~~}} 2GI ~ 3;
5 DETAIL M 9~ \ ~ SPECIAL CUT DITCH SEE DETAIL 0 1 1 \1 \`i ~ h I \ \ ~ SEE DETAIL G ~ ZGI TBM S a - t \ t 1 ~ t ti. z -L- \\~'ti.\i=\~' -L- 139+04,51 z4„
rvcoos yl,G=J' ~ ~ ! ~ ELEVATION = 324.30 t V A 1 1 ~ ~ ' ~ ~ 38, [HnNN ~ ~ N 771042 E 2040148 1 ~t v ~ SPECIAL CUT DITCH t 1 \ ' IIW IMPROVEMENT CLASS B RIP RAP ~V CUSS B RIP RAP M~ ~ ~ tt ,1 38.06' RT. 3GI ~ -BL-129 PINC 158+38.70 = _ I
{ + 8L STATION 146+87 C SEE oErna c ~ \ \ i ' i SEE DETAIL 8B EST Z TONS 125.00' ~ ESi 1D SY \ 167 RIGHT \ \ / uTESnL 845E DrrcH ~ cuss B RIP RAP EST 7 sY FF ~ ~ N ~ ELEVATION = 32 . AA ~ v \ ~ \Z~, -L- POT 141+7q,92
~ ~ ~'IRPD- CS +IJ60 TBM ~ v v r ~ ~ v~^+• ~j ; EAST 30TONSF SEE DETAIL D _ t, _ _ _ + _--'..IDNC~. ~ M ~ ~ ~ , ~ ~ ~ 771690 E 2040120 1~ \ 1\, \1 / T i }s - - =-Zt _ = .~SR'~~~~ ~~VA ~N/FOR/d~ 234 RIG ION~53+32 V 1 0^, 1V w \ ' ~ \~4r 39.85' RT, C_/ g ~ ~ ~ ~ 2GI ~ ~ A / \ z , ~ ~ 4' to
f Y1RPD- TS 12+I1A0 STEPS A ~ /f L \ STEPS \ + <r NHS o1 ~ ,1 ( RIPAAP ? o `y 1\ s _ - SEE DETAIL pG
_ N o F t P G F ,t~ .o ,1 t Y `\1 '.0 ~ p~r ~ END SBG a\ ~ - -S'R / V! ,1 a / / STA. 17+80 RT -SRI- ,
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RNJ SHEET NO. 3s ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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SPECIAL LATERAL flASE DITCH ~ I ~ ~ A, 36+00 Li -YYRPB- LATERAL BASE DITCH SEE DETAILC 4 -I LJtrO- ~l SEE DETAIL D LITERAL BASE DITCH 105.00' 1 ~,r ''w I ~ y~pp :e C, 93.92' -.,J'-~""SPECIAL CUT BASE DITCH ~ ~ N ),3520tl .-t' ZD3tl975 ~ PC QT 36 -I GItrB- ~ 56.45' BEGIN EXPRWY GUTTE ' .fi'r` ?y ~~n,s~- ~ $EE DETAIL J , i>~ $7'~~ 190+13 ~ ~'Y e)
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S RIP RAP EMBANKMENT / / / ~ • ~ 0 0 ~ ~ ~ - _ SEE DETAIL V r 4~ _ ~ ~ N P ~ ~ ~ GDS ER T` ~ ' ~ SEE DETAIL G ~`'`~v ~
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I ~ _ _ o / I I I ~ L POC 161+ ~ 2 LEVATION - 338,31 I I~' ..°`~.,r ^'1 ~ e :.ir~..» CAT-7
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--JS;. / / urER,u'v~ Drtcn 177 cuss B RIP RAP I I I I ~I III ~ B7 r vim;' ~ ~ X SEE DETAIL B EST 2 TONS I I I ~ III ~ p,~../' / / I GRADE nv cRAD~e 165.38' LT. a~ -BL- t8'~" ^~ti 2GI ~ - ~
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_ m F- D I END REfAWINO W I ' f 'S8' 'SPECIAL LATERAL BASE DITCH ELEVATID - 340.82 u~ ~ - - - rtit'• ~,ti~Jn,.r 5 OOgB' 3,. -Y2- STA 'u' I I.,I ~ I i f i ,11 239.48` S E DETAIL K 4L BASE DITCH TBM 20 CPS ~C ~ ~ 145.00' L ON 4.54 s ` / SEE DETAIL V I ~ N 774705 2039589 ~
+ N 7731DI E 4~ C 75ap ~f`~'{~.U ay B, y ~r~taz~`U'z`~ c~r III I SEEED~AiLSITGH ~ AL S1AilON 167+65 ~ N ~w t~S o gll ° ITT RIGHT ~ ~ ,.~n,l{`-r ~~TRyyS ~,;~~rn,.. ~ . ~ t~ "~~J a. y I I ~ ~ I 1 II s Isssq~ ~,~y~~( 4005RIGHjN 83+23 G~Ly350 ~ LATERAL BASE DITCH ~C' • SEE DETAIL D s4' EIP
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I~ ti~p,J 01MgMM 1 ~ ~ ~ x 1 I I° / C~ ~ 1 I1 /I I III / ? \ ~ ~ ~ I II z I I ~ ~-5 !I MT F01D CLASS B RIP RAP
~ I ~ 1 I ~ . ~ r 1 ~ EST 3 TON$ ~ E57 11 SY FF NOTEr AFYI (AUTOMATED PAYMENT YACHlNE1 N z36 3'40' E OWES Wl[L NOT BE NEEDED lF CASN
~ L~,_ ~ ' - - - ~ i i~l ~ I'I I ,ate _ ° ~ I, Ian \ ~ `-::~~~a`~#,t~ aes eey i I ~ i I' ~ (f",±``fi 8 m / ~ / 132.09' 23' _ ~ ~r~ Y/MATED FROIM THE
5 POVIEH TOwCR ` ~ IS" ~ I v 4 m cif / ~1 ~sar,NiF ~ , za II ra R ° 2a' / / BPEt ~ $EECDETALILTIE.RAL BASE DITCH
ARM ~ s~ro ~ - - .r~ i~ I. N 14 T i/ sEE o ` N ~ - , / / SEE DETA~iKRAL BASE DIT N 01.97'44'E ~ 170,55'
y7 a 'r' LIASS B RIP RAP RT C REM ~ ~ o I I I ~ ° 0161E POIEIt C0. EASOFIIf reooos Esr 1 TONS ~ - - .~,y _ N o ° I ~ ~ ° 0 ,4y350 / ~ N 02'0954'E
:JI E5T 7 SY 80005 Ta JB r~ S ~ ~ s".!:70 _ i+""_, , W~_ "I 'I tl I LJV-A~ T'RAA `.Y - ~ ~ . LS III '1 ~L , . ~"5~ W' ~ ~ r~ ~ f, ~ ~ ~ ~ ~ CVSS B RIP RA CLASS B RIP RAP Rte, B 3 ,
'V°aw I ~ ~ 5 ~ I I ti' I I} ~ + EST 30 TONS "ir' ~i ~ +35.75 ~ ~ , ` 56.00' ' ' i 1 / 100.00' EST 65 SY FF I Iii EST 30 TONS ~ 62 N OZi7'03• ES7 65 SY FF pY/ 04 E
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o 12'09'02'E „ L` d I ILy T ' o i t„~ S ~ °0~1' LT .f4i Y~ir'Zi~ r~.i~~`'~ w^'ir''„, ".3 ~ ~ 1 a - _ ~ ~ I 41 150-50-150 fu r,. ~;0 < tT ~ + 5.00 9 0 + 4 ~ ~ ~ ro I I 5'OFFSET ADT 2030 i I S- 17.200 r 7.400
- fit .i+'" ^J~ 69.00' 5.01' I I ~I v>-w1~%O.R. '"r, ci~L r !i re•r ' ~ ~ ~ < ~ I I ~ ,I I µ ~BB.aa/, 'w. , f`•' ~ ~..fOp +15.8 ~ '-`h:,{`"' `""4l'T ~ 46,200 ~ 38,000
- ~ mur pig ~ ^•SR 1=~PT 30'NBO'f 7B.n' I ~ ~ ~II 1 "5~ ~ ` I,a,r s m 4 _ _ ~"_Cl ~ ~ _ ~ ~ ; 1 II II II ~ ~ ~ ~ ~ Ci''- 8 III M:>~~LT,-----..._.. a 1.000 2~y10D 21200 2~y8~0
5- L ®r ~ . , ~ f LN ~ , ~ I .1 III , - _I _ , r 6,200 4,700 5,400 2,100 -L Y8RP8 TRIANGLE TRIANGLE
o I fr 7 ' 1 ~ ~ G f LTr ~ "l^'"r,s^.~ ~ rl W of ~ N .115 ~ BEGIN~,IIOP. I~ v: w ~ ! LT t f. / / / „ a I BEGIN PPROP. 1 n~ - - ~u / ~ -.l I~, ~ k~ 1111 I L~ ~ ~ i/ 1 ~ - . I 'I ~ FF FENCE N'> Pl SlO 1T1+7A44 PI Slo l9'I'37f00 PI SlO 32f?JJl PARKWAY PARKWAY
1,~ 7 ~ ~ ~ ~ / „a,.r%`'~ ~ ~ ~ A f ~ ~ I I . ~ i III I. ~ l r ~ _ ~ I I~ E LSE _ 1 ~ r ' , ~ 4',;,, ~ e ~ ~ /.r'°' ~ 150-50-!50 ~ t~ , 18 1 I I \ ~ ~ f~ ~ 1 Ii f~~ 5'OFFSE7 I I ,~3J I 6~ E I~ W !!'D'24B'(LTJ l3'l9'l57'fRT1 T45'ODO'(RT! 3'~a T8b4~d ~ D = 083'425' D = 059'86`9" D =3'88'809
I I I O Lr~ ~ ! ~ ~ % i~ ~a'~ ~ ICI ROdEY esr ~ f cB LT. / ~ / 45 ~ /1 ~ ~ 1 I 4 COE.ET IAf . L = 4rN785' L = 644/.47' L = ?23IB' s1000 70o zoo l,zoo
1 ~,r~ ~ f ~ ~ 10! 1061 PO IE ~ 6EYSTOIE OFFICE ]00 LLC C ~ I I I I M NT p 70 _ yyJ. ( ~ ~ ~ asr Lr ~ ! ~ ~ - 'r I LT I I I I 5 I I ~ ~ ~ ~ i 46 ~ ~ ~ ~ ~i . / p~ ~plp p 101 ~ I I ~ I I 1 I ~ R = ~ R R = ~17,&50A10' s,aoo 300 3,000 2,100 _ _ _ ~ SE = NC SE =003 SE =0:04 19.eoo 3.800
47 ~ ( ~ / 11116 ro e1,,, ~ I ~ ~ ~ s , I II ~ I I ~ Lr ~ ( l eB ee . ~~t ~ ¢ I~I to ~ I YP'"`'Y"y„ 6EYSTOIE OFFICE 100200 LLC ~ OFFICE 106200 1 ~ v~ ~ ~ F,~ r ~ I Ij I > 1 II 1 I I ~ ~":,,n,.... D.S= 7D D~,V'l L~.S= ~ ~ Dws.= 45 41,000 DZ 35,600 NW
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P,B 1 j l .e' ~'i' ~ ~7 ~ I, I I I I ~ f 1MC ASSOC. ~$~11 's.. ~ ~ 1- r , ! Y ~ ) ( t/'F~ ~ e 1 a~ v. ~h 1 I I III I I ' 01 Mp p~ ~ ~ Pl SM 82f6&42 Pl Slo ffit7854 Pl SM ffit73JIB Pl SM 3/+1257 Pl Sln /4t79A8 P/ ~ 24f3900
.J ~ I , ' ~ , Lr,e ~ _ ~ ~ I ~ ; I b +I Fe ~ ro ro 't1~~ ~ ~ 8E5E ~1 - ~ ~ ~ .7 ~ ~LT I ~~i " ~ i ~ - 1. / I , i I I ? I D - 248' 8G'S2'OOI' (RT! f180' llJ' fLT1 ~ _ 19'40' 50T (LT! /6'88'110.8' (RT1 505' lOD' (LT! ~ _ /3/9'49.3' (RT! D = 248' 3/0' D = T 33' 3/T D = T 33' 3/T D = T 33' 3/T 0 = 057'/1T D = T O9' 43J' SEE SHEET 34 & 35 FOR -L- PROFILE
r ~ i ~ ~ , ~1 I . ~ ~ ~ J w ~ ! / ~ ___--~7i a ~ ~ Va~~ , _ NE TO SHEET 25 r - L =956.58' L = 8882T' L =860.37' L = PJ7B9' L =53882 L =18580' SEE SHEET 47 FOR ~R l- PROFILE T =48125' T = H879' T = l3/rl8' T = /09170 T = 266e18' T = 930V' SEE SHEET 48 FAR SR 8- PROFILE
~TM l f . / / ~ ~n,. MATCHU R ~o+n ~ ~ ~ ~ I /~i_ ~ ~A% ,n -STATION 65+00 /I Lt ° ~ I r -I Z ~1 R = 8,W0,00' R = 75800' R = 758.00' R = 75800' R = 6100000 R =80000' SEE SHEET 50 & 5/ FAR 1'8- PROFILE SE =005 SE =0.05 SE =004 SE =0,04 SE =003 SE =0014 SEE SHEET 52 FAR YBRPA- PROFILE
051 7 ( ~ ~ . < - ! ~ QS,~ 50 i J ~ ~ ~ ~ D.S.= 60 mah D.S~= 40 nph SEE SHEET 53 FAR a'BRPB- PROFILE
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- ~ _ ~'---X-- - ~ Nw'/ N 775942 E 2038573 4 r~ _
~y,~ r - ~ ~ .vim ~ J-~~,~~,~`"' BL STATION 198+30 ~J-~
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SEE DETAIL D !'r~'LS~~f!~1~r' ~ 952,76'
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-L- POC 177 , 7050 O
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RIP RAPE BANKMENT SEE DETAIL R ~ LATERAL B WO S SEE DETAI ~ ASI -L- POC 187+10°85 LATERAL BASE DITCH 2 ~ ° 2 O ~ ~ T ° BDO
SEE DETAIL C SEE DETAIL D
BDO - - + _ 15" SP /ELB S
B ~ 3 7 P N C 9 8 6 6 0 3 RIP RAP EMBANKMENT _L_ POC 182+2°84 SEE DETAIL V ' EMBANKMENT ~ & OD & L TAIL V
~ 1 'CSP B S
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L POC 181+05.00 SEE DETAIL B SEE DETAIL Y ~o -Y2RPA- SC 12+13.00
a G TBM 23
R ~ i T 1 R o ; ELEVATION = 284.33
3 r , ~ ~ N 776855 E 2038780 +85.00
o ~ LATERAL BASE DITCH +05.00 ` ~'r,~ t.,~ BL STATION 206+40 214.00' 234 -RIGHT 200.00'
+13.00 ~ ~ ~i. ~ SEE DETAIL D 200.00 ~ ~ ~ 145.00 ~ ~ 1 ERATION L~
~ , , 700 ACCEL ~ I R1P RAP EMBANKMENT ~ ~ c 'ELEVATION LANE
SEE DETAIL V
~`7 36 36
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p = 17° 2T 24.6" (LTI 8s = r 01' 01.2u p = , D = 5° 05' 10.0" (LT) 8s = r 24' 24.3" p = /7° 45' 32.0" (RT)
D = 0' 23 42.5 Ls = 213.00' D = D = 0° 57' 17.7" Ls = 2/3.00' D = r l2' 22.4"
N L = 4 411.85' LT = 142.00' L = , L = 532.62' LT = 120.68' L = 1,472.27
~ T = 2,226J7 ST = 71.00' T = T = 266.48' ST = 92.33' T = 742.08' I,
R = 14,500.00' R = R = 6,000.00' Ol = 0' 23' 48.3 R = 4,750.00'
SE = NC SE = SE = 0.03 D2 = 0° 55' 26.9" SF = 0.03 SEE SHEET 35 & _36 FOR _-L- PROFILE
D.S. = 70 mph - N D.S. - DS.= 60 mph RI 14,441.00' DS.= 55 mph >Lt *)HLti 5L ruK rzKr'a rHu-ILL R2 = 6,200.00' SEE SHEET 53 FOR -Y2RPB- PROFILE
V Il t

PROJECT REFERENCE NO. SHEET NO.
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~ ~ ~ - rR ~ ° = E ~ ~ I 5---~ M U L K E Y U -47638 9 f.~ _ ENGINEERS S~ CON5LI LTANTS
~~,r~'' Po Box 33127 RNV SHEET NO. 7 1 ---~Cr C RALEI~HI N.C. 27636 ROADWAY DESIGN HYDRAULICS .~.1--- J ~j [phone]
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952.76' R 240.12' N ~'fpOQ~`y ~I
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EST 2 TONS EST 7 SY FF EIP
BERM DITCH tiP SEE DETAIL R ~M ~q ~ c
-BL-141 PINC 212+92075 ~ RIO
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18 CSP w~ELBOWS 176 29' +17.10 -L- POC 199+51004 j
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a = 17° 2T 24.6" ILTI
D = 0' 23' 42.5"
L = 4,417.85' . - - ~ , ~ r-. , i ? s
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= 0.02 L,,
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t r~, ~ ~ . r ~ ~j ~ V ~ ' LT ~ °VO 1~ PROJECT REFERENCE NO. SHEET NO. S / '
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c ~ POST ~ S L/0 ~ ,rv,~` ~ ~ ~ ~ ENGINEER5 Sa CONSULTANTS PO Box 331 27
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h r/' ~ PROJECT REFERENCE NO. SHEET NO. •
- ENGINEERS Sc CONSLILTA NT5 U-47638
-L- PO Box 331 27 ~r RALEIGH. N.C. 27636 RrW SHEET NO.
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1 \ ~ ~ ~•~I \ ~ ~ ~
~ C ~ J ~ L PROJECT REFERENCE NO. SHEET NO.
~ 73 1 RETAIN ~SS~ ~-MULKEY
X ` ~ o' '\s', O RESEARCH ~ ~_r~r~ ' ~ ~ ~ ~ TRIANGLE FOUNDATION OF NC s O ENGINEERS Sc CONSULTANTS U-47638 /2 O -2f-~' ~ PO box 331 27
,c;., ~ DB 2254 PG 709 ~ , 1 V F ~ ~Sx RALE~~H. N.C. 27636 R!W SHEET NO. ~-I'~~ f~~ (9 1 97 B 5 1 -1 9 1 2
~ NC L_('`~'1-S~~' WWW.MULKEYINC ~o'M ROADWAY DESIGN HYDRAULICS
X CONC' ~ ~ ~ ~ <J 3~ 196 ~ v~ Nqp 8 Rip ENGINEER ENGINEER X95
I P 1A ~ ~ ~ 7 2 ,N N N -Y3- POT 20+69J0
~ " ~ < f .
r ~ ~ ~ RESEA ~ RESEARCH TRIANGLE <.r,,, W~oD~ ~ X ~ ~ 36 RCH TRIANGLE FOUNDATION OF NC ~ 5 ~ ~ t ~ DB 1044 PG 201 ~ ~ FOUNDATION OF NC ~ ~ D® N®T USE F®R % W ACQUISITI®N
~ y ~ ~ ~ + w \ ~ ~ ~ RTF - PB 98 PG 56 DB 315 PG 537 `n~ _ + 41.94 RIP RAP ENERGY DISSIPATOR PAD 259' L
RESEARC . / ~ DB 315 PG 537 PB 52 PG 71 ~ t,`,~ SEE DETAIL LL
DB 158 PG 51 ~ ~ 1 c \ p~ Q. 'i ~r~-, -Y3 POT 2/+IS.OO ~ D® N®T USE F® C®NSTRUCTI®N
1, DB 315 P ~ - ~ PB 52 P ~ ~ \ z ~ ~ ~y~ _ _ ~-r~~, IN BRIDGE
RETAIN ~ WOODS ~ OI°49~ N 01°49'20° ,S- ~-ii,r-z- +74.92 PDE -9~, ..~~~C~~, 75.85x-~:`.~~'"'--- Al--p_3^26'34° _ t~
~ ~ 75,85 E -w 259' LT , 1
~ ~ +74.39 y>~1'~ ~ ~ ~-u. UNITED STATES OF AMERICA , ` 200.00' ~ N ~ ~ ~ ~ ~ ~ V ~ - R ~ ~ - ~ - - o 115,21' ' - mss'' ' \ - _ 2 ~-+rn-.S
DB 336 PG 300 +as.a5. ~ ~ DB 1242 PG 902 23b.97' . \ ~ ~ ~ l ,l
DB 2254 PG 704 ~ \ s~ 200' LT ~ 91 i /
PB 57 PG 92 ~ 04763-10 PINC 254+70°q8 = ~r~,~- LASS B RIP RAP 0 ~ Y4RPC- POS .0 ~6,
E .TONS POC 238+15°62 c (59' LT) _ +12.37 O
~ ~ ~ , EST FF ~ 2 9 n ~ ~ r 72 ~T° Wo,~DS - 200.00' / '9~j S ~,s -L- POC 244+56.83 PROPOSED O
i / ~ ~ ~ ~ @ 7'x11' RC EXT. ~ q~
-L- C 34f12.50 ~ ~ / ~ Exisriruc RETAIN ~ ' ~ ~ ~ ~ V S B R ~1~ F ES TONS ~ T - ~,1 ~O
! ~ ~ • I A i -Y3- POT 22+5/.87 = / E sY ,F . ~ B ~ ~ ~ x ~
~ ~ ' i~ > ~ ~ --_---Y------ -L- POC 242+7/.9/ ~ „ . ~s. ~ r~-~~~° ~O ~
II `v,r ~i~Tt,`~- \ ~ NOTE: PROVI[ NOTE: PROVIDE 4" CIRCULAR DECK D C.~ R,,7~ EXTEN, _ i -'~QQ'
, PuST r ~ 12 FROM CRE 12' FROM CREST ACROSS BRIDGE ON BOTH SIDES L ~ / ~ ' `,.O '
~ - _ ~ ~ 12" U.V. RESIST - ,_t l2" U.V. RESISTANT PVC TRUNKLINES AS COLLECTOR PIPES r. i ` ~ ~ , ' r' ' V
_ '`'-~~-~.,~t~;~-~t_;r- BRUSH _,,,r3 i (i("`~
WOODS -I- ~ ~ - _ - ~ 800 ACCELERATION LANE- ' ' i ~ ~ ~ .C
NSITION\\ -._J ~7RA _ , - - -
- ~ , -
RTF ~ _ _ _ _ - ~ ~ _ . M 315 PG 537 ~ , -
~ DB 158 PG 51 co ~ - _ _ _ v- _ ~ ~ ~ _ _ i I ~ o _ - _ - i ?
- ~Y / ' r
SPECIAL FS ~ \ _ ~ SEE DETAIL JJ _ 7 - ~ JO' _ ~ ~ 7 = ti - ~ i ~ L.
~,r ~ ~ ~ N _ v L?~ . , - - ~ --Rf~A1N ;.1-n,
~ o _ ~ ~ ~ ` / PLC ~ ~ - ~ 15,E A~ \ _ ' ~ O / 7 ~ c~` i
- SEE DETAIL J] 'vi o - + ~ ' ~ - kr
~ ECIAk DESI - "'rv _ _ -SEE DETAIL 11 o ~ _ 0 - -V SEE~-DETAI L JJ I _ _ _ - - , _ ~ ~ ~ ~~'4/Q ~ - / -SEE DETAIL JJ - - - ~ ACS
cD i rry jl ~ ~ ~i ~ Si / ~ ~ _ _ ~ ~ ~
11~1 _ _ _ - i 1f1 - - ~ \ ~ ~ - _ ~ ~ ~
_ _ Z ~ ~ o _ ~C/ X
~ i' ~ 2G1 ~ - ~ ~ " ! k ~ o _ - _ ~ ~ ~ - \ ~ _ / ~ ~
~ ~ ' END EXPWAY GUT ' r ~ GI ~ F , p „ _ v
~ ' 2 I~ STA 238+35 -L- RT ?JV Y / _ -
- , ~ _ ~ i / I ~ ~s / . ~ o _ ,
o a_ 2GI ~ / k`~ c7 f SPECIAL CUT DITCH JT DITCH ~ / / r.., T ! / ~ ~ I ~ ~ -
~ ~ - ~X EE DETAIL G i O i _ ----X----- X-_"~-4~'OVEN WIRE.
~ ~ SPECIAL CUT ~ DITCH ~ Z~ ~ ~ f SEE DETAIL G ~ ~ ~ ~ 't/ J' /~i" ~ \ _ _ i ~~J 1~ O ~
- ~ iIvOOD~ 3 0 2GI +00.00 ~ BERM DITCH / 7 "i 1" _
8:1 ~ BEGIN RETAINING WALL. END RETAINING WALL - 150.00' \ a.0 SEE DETAIL R ~ , ~ , r~ _ _
_ ~ ° ~ -L- STA234+00.00 -L- STA236tOO.OO wa ~ r to r~~ ~ r ~ ~ _ " COLLAR ~ ' ~ , '
U _ +00.00 ~ _ +i _ 1~` 2GI _f` .,~ri t.~ - J r F ~ ,
-lI ~ ~.tr_~,.r _ 175.00' m BDO 'ti \ rl
~ ~ _ . ~ ~ ~ tN~i~'~, _ PDE EGIN EXPWAY GUT ~ " ` ' v ` ~ ~ ~ ~ -ti~~ i ~ ~ " ~ ~ Y4RP - ~ Yr~ ~ ~ ~ , ~ +92.0 ~~A
STA 233 +50 -L- RT ° 7 ~ • r _ ° ? EE DE ~ qtr _ _ - PD ~ ~ _---_-____-__B~ 15 ~ ~NCf ~ 251+95°10 - E
\ 1a" CSP wrELBOWS~ ~ _ _ _ _ PD - P \ 2 ~ 5 +q Y4RPD POS 10+000 E
r & ROD & LUG ~ +1b.00 ~ k~' , / _ ~ti ~ +lz.5o ~2 ° 3 8 R T ° (47 RT) - 196.00 i I
,150.00 r~5 _ _ L ` ~ _ _ 184.00 ~ 9 , , _ ~ - P . , ° ~ ~ L POC 241+35.41 REM ~ I~EM~bv i j~ti> - B Y - A 5 0'~/ - 9 + 4, 0 2 0 ~
_ t, ~ ~ - v ~ ,A r~ ~ ~'v LT 1 VIII I ~ C.'. _ C _ \ } i ~ / &ETd~N , - - P 0 C, ~2 4 ~r+ 9 9~ ~
<G ~ -L PO.,~ f - sICMA XI THE sclE- ~ ~ ~ ~ ~ ~ 242 45.55 ,r RESEARCI~~~O~CIE~"Y INC ~I ~ - ,
Q ~°r`~ -=~B 3>~79 PG 59 ,N ~ ~ ~I ~ _ _ fit„ +a3.oo Q ~ ~ ~ , Y3 , v~ 23+07.33 ~,r-,,.~' ; ~B 158 PG 51 S h ~ ~ ~ i _ ~ `f r ~ ~ ' ~ _ Fs~, COLLAR D ~EXT~ND' RETAIN SPECIAL CU~"D1,TCH
s, _ , 159.42 f ~ ' ~ RET i~ A 4 i ~ ~ ~ I s..,~ +b8.47 ~ RETA dj ;CBI ~ ~ _ _ y. ~ / k/ _X _ ~ FROM Y3 DETOUR ~
189.12' ~ -L- END PR P f i ; ~ , 0 . CA { `
`ti'p ~c} END PROP. WW FENCE ~-~i_-
° ~ Pls Sto 232+ PI Sta f 52.70 242 22.91
, 50.00 9s - 510' 48.8" ~ - 40' Ol 34.2" (RTl ~ ~ r , , ~ 2oa.oo _ N - ~ t~~~ ~
- = Y4RPC- ~ ~i ~ s 480.00' D 2° 34 30.3 ~ ~ % ~ - _ _ _ -Y~ - POT 24+ ' \
~ ; LT - 320,20' L - 154.36 _ 00.00 , o P1s Sta 10+64.01 ~ - ,
/ N 5' ~ ST = 160J8 T = 810.41 - ; ~ ENS BRIDGE ~ ~ t -i~~ _ ~ s -
, ~ 8 2° 24 29.6 ~ ti ; f R 2,225.00' - ~ ~ ~ ~ ~ t, ~ ~ - cp RETAIN TAIL DITCH ~
Ls - 192.00' ~ ~ - - ; a~ , SE 0.08 _ ; ' ' O s~ FROM -Y3-DETOUR , ETAIN LATERAL V DITCI~
, ~ _ LT 128.0! °o ~ _ _ E D PROACH SLAB ~ ; ~ DS. 75 - ~I - m h ;I / ~ , ~ / " FROM -Y3- DETOUR [>r~NSF V~::~,E_ rn noN
y, p ST 64.01 'i ~ ~ r ~ ~ ~ RETA ~ : ~ F~ ~ , a ~ o ~ , ~ ~ , ~ / ~ + 09.86 ' / / ~ 205.48'
~((°.Y V ~ _ ~ ~ C~ @ ~ E_ / ,o ~ ~ ! / + 32.00
~ .^i jig ) % r ~ i o s ~ ;,Y3 PO 28+54.9! r , ; ° ~ ~ ~Q ! / 76.91' XO
-Y4RPD- SCI + ~ ~J.r;;~; ~ ~ ; % ; , ~i; 192.00 ~ 'h ° ~ ; Np CO TRUCTION % ~ ~ / RET ~ G O
/ % ,b ° j / , / ~ ~ ~ ~ / i i~ ~o AO QQ` +15.13
~ A ~ r' ~ / o \ ~ ~ F 217.89 ADT 2011 `TRAFFIC- :DIAGRAM ' / / +54.00 ~ ADT 2030
r ~ ~ ~ 112-,800
~ L POS 242 45.55 ~ ~ , , ~ q~ i ~ ~ ~i ~ ~„S + 32.00 192.00 ~ 138.00' 198,200
a -Y3- POT 23+07.33 ~ ~ , ; ~ i / ~ , ' / , ~..rs
o ~ . 4.~ -t'~ wJ~ ~ (~T ~ o ~ Qo ~ / GRADEDOUR TO DRAIN INTO 22,000
L ~ ~ l' / / m / ~ " LATERAL V DITCH 35 200 12,400 5,$00
i ~,j ,2,~i ~ , i i a
~ ~ ~ r W ~ / / ~ w 40,600 24,200 + 15.00
_ ~ h Q O ~ I. Q ~s.~~ ~ ' p t ~ 206.00 -L-
- ~ ~ i ~ Y3 ~ c~ ~ s`~ Y'~ ~ o~°` TRIANGLE ~ h 'L ~ ~ PARKWAY NC 147 G 400 73,400
nS ` DFNSE_ V~GETl,1IQN 35,
~ l~ ~s ~ i o / 9C' ~ ~o N O V W ,f , i ' F~ F ~ 5~9~1NMWt;101S®N~SBNd'IJ,~y? 100,400 135,800 ~ url~ne~.a~n,~-
O F q~ ~ J ~ ~ ' N ~ S C ~ ~ ~ 8002 6 ~ ~'dW
4 400 Q 21,800 ~ ~ 49000
a: r f~ET IN 'o ~ ~ ~ r ~ / 46,800 5,000 57 800
Q 2 ,
i ! +b5.00 -Y4RPD- , f 74.91 ri
7 5 Pls Sta 11+17.68 PI Sta 13+74.04 5 las,ooo-
~ / N 8s = 2° 30' 35.2" ~ = 44° 35 12.3 (RTl o -Y3- + _ - PoT 22 51.87 , TRIANGLE SERVICE CENTER IP 7 8 0 19b,zoo
N _ _ 8s = 12' 24 I4J" D = 12° 54' 16.0° DB 317 PG 184 L POC 242+71.91 CE CENTER. INC. ~ PG 184 TRIANGLE SERVICE CENTER, INC.
Ls = 192.00' L = 345.51 PB 53 PG I 3 PG I DB 1246 PG IIO
/ / LT = 117.68 T = 182.04 PB 28 PG so SEE SHEET 37 & 38 FOR -L- PROFILE
ST = 75.32' R =444.00' SEE SHEET 54 FORT Y3^ PROFILE ^ ^ -
~ rvr-rnii riinun.in r,n.,r.....'-r, r,~•,~r,..r-
I ~ ant i ~,H ~)nuwi vv rKUru~)tu tsrtiuUt wiu I H IN KtLA I IUN I U F'KOF'OSED PAVEMENT WIDTH ~ SE = 0A8 ~cc Inc c i Dt to op r urr r itft- , t-,"ut- l1t
D.S. = 40 mph SEE SHEET 55 FOR -Y4RPD- PROFILE
SEE SHEETS 2-DETI & 2-DET2 FOR -Y3DET - PLAN/PROFILE

PROJECT REFERENCE NO. SHEET NO.
M U L iG E Y U -47638 /3 ENGINEERS Sa CONSULTANTS
~ +31.59 8 ~j PO SoX 33127 R!W SHEET NO. RALEI~H~ N.C. 2763b
190.00' .9 ~ . ~ ~ (9797 H51-1912 (91 91 55 7-1 91 5 (FAX) ROADWAY DESIGN HYDRAULICS % WWW.MULKEYINC.COM I~
r TALECRIS BIOTHERAPEUTICS INC ' A OB 4746 PG 94! ~ ~ ~ ENGINEER ENGINEER
193 (BLANKET EASEMENTI i ~ DB 1119 PG
~ T EASEMENT) Rr ~ 1 DB 1081 PG 896 (BLANKE G ° C 5 ~ Z DB 263 PG 444 (BLANKET EASEMENT) t~ N 9
PB 109 PG 101 A~ O N , ~ /
R/W MON ~ d~ D® N®T USE F®R % W ACQUISITI®N
tir / S~ ~ ][e~1MI~l~T ~~A~~~
O 1 , RIP ENERGY- ti+ ~ ~ / v~ D® N®T USE F® C®NSTRUCTI®N
exs ISSIPATER PAD ~o / ~~C ~ r~NC SEE DETAIL U ~ ~ / i ~ ~ /v
° Jp RAW c ~ i ~ / %
Iy ~ CLASS B RIP P / ~ Q , ~
EST 5 TONS ~ ~ i-~~ 1 ~ / ~ / , EST 14 SY FF ~ ,
/
C.,,l ~ BRUSH ~ ~ / ~ BDO / ~ ~ ~ TRAFFIC DIAGRAM
~ G~ / ~ / ~ ADT 2011 / ADT 2030 ~
BRUSH ~ Riw MoN 24" CSP wiELBOWS ~o ~ . , / r 112,800 !I
& ROD & 1UG + ~ W / 198,200 I
CHANNEL SPECIAL CUT BASE DITCH ~ G ENT ' . SEE DETAIL J v rv ~ ~ ~
~ SEE DETAIL HH LATERAL BASE CH / / ~ C 22,000
~ SEE DETAIL D 15 CSP w~ELBOWS ~ ~ ~ & ROD & LUG ~ ~ / ' ~ 35,200 12,400 ~ ~ 5,800
l ~t TOE PROTECTION ' ~ f 40,600 / 24,200 ~1. SEE DETAIL Q J
~r 4 / ~ / - - 11+92.00 ~r Boo ~ y ~ Y4RPC SRS 4 ° + ~ ~ - ~
r G ° ~ / / -L- ~ ~ / TRIANGLE NC 147
1. ~ ~ I PARKWAY
ti~.~ EW `~~~j ~ ~ ~ / / / ' ~ 35,400 73,400
/ ~ 100,400 136,800
- ~ _ ~ ~ - / ss ° . ~ s POST ' ~
~ BRUSH S ~~,,r /
L ' CLASS I IP RAP _ ~ OD & U„ / S F / 1 / 21,800 v 4,400 ~ ~ 49,000
p / EST 40 NS ~ _ F ~ . J l $ I ~ / 46,800 ~ 5,000 57,800 I
ES 75 S FF ~ i - ' POST /C ~ I ~ ~ z
--~~~-t - - - .16+0 u~ ~ , ~ /
_ ~ i /
-Y4RPC SC 13+84.00 rJ - ~ Ug763-II PINC 267+80003- 148,000
BEGIN SBG AT 1 ' 0 ~ _ sTA:ls+bo -Y4RPC~ POST ~J4763-A-II PINC 267+62077 0 7 7 = ~ ~ f ~o~ ' ' ~ 0 196,200
~ BRUSI-~ ~ ~ ~ ~ 04763 B II PINC 5+00°00 C ~ i
~R "~1 ~l ~ ~ PROPOSED N M c , ~ 2 @ 8'x6' RCBC
~tii ~ - - PC 13+70.96 ~ . . ~ ~ 5 L1T ' 13+70.96 l V ~R"~ o s~ ~ ~ .~~L ~
~ - ~ ~ - -Y4RT POT 529+2~ 7T 529+23.52 I ' N~~- I o ~ T B. 2 9
~ ~ ~ ~ ti ' ~ ~ - ~ ~ + ~ ~J L- Pr 6~~ ~ W ~ ' ' I ELEVATi N = 305 I,
~-ti- ~~-V,,,,~,.~ ,Y~"~ I ~ ~ N 7 8 3 0 E 2 0 3 6 9 0 6
Z b ~ i c7 ' ~ i~ ~ ~ j~ BL" ATION 273+57033 ~~_~~f~\~~~ ~'I ' 355' LE
_ ~ ~ ~ - ~ - - - S ~ RETAIN AN AND EXTERi~~ / ~
~ C~ - ~ _ - _ - - - -SPE~CtAL fS- - - ~ _ ~ ~ ERIJSN ~~r ,,,j
N _ _ - - ~ - 4j~~ _ _ , ~ C z ~ POST O
m - _ , _ 5" _ ~ - ~ - _ _ _ ~ ~ _ -BCB-~~~~~ PINC 2+ "408 _ I l
~ \ _
Q ss- - JS I I I T.~x P. '-".dal -T T- . - . ~ ~ -_S _I ~1 ~ _ --'-S- -_._I - - -T ~ ~
_ T _ - - - - ro r, - s s ~ ~ o ~ . _ ~ ~ _ . - AA, AA ~ ..~_1 C~.1NC __f~~~ {.C~"~._f`~~`3 {t=~J ` t...., ~.J~"ti /
J - - - ~7 v I _ I,~
In _T 1 ~ - - ;^'v '~2 - Z O - ~ ~ T ~ i i ~ ~ ~ j i ~ - _ r ~ , , I ' i I r~
I _ ~ T ~v. ~ ~ ) \J - J 2G1 U~0 REMOVE ~ r ~ ~ 1~~~?~ / ~ ~ 1 ~ Q ' , , v' i P ~
- _ _ yr i ~ ~ ~ c -L1T ~ ~ ~PC` i ~ y , _ f ii _ _ - _ ~x~ ~ -l L..T - PT Sta. 15+24.59 " , - - _ - o"~T
Q BEGIN EXP GUT END EXP GUT 2GI ' C B RIP RA _ _ - . , _ ~ ~
TA: +00 -L- STA: 24950 ~ I (19.84 LTJ _ ~ NS r` r r _ i,rv,.~. f ,v ~ ~ -L- POT 250+50.00 , _ ~ , - _ r E~ T ~I _ 2 ~ _ z 1 I
~.~'f EST 7 $Y~F ~S°~ ~~t~-~~-1..~..r~~?~_~ r'ti~_._r!~~'~_r~t_r~~''-.r'~ ~Y~. ~c ?zr . _ r - w/ELBOWS 1 l~hQ \ r - - _ I f _ _
REMOVE HW &~ROD & LUG `-'~}S ~ ~ ~ - 4 _ ~ T SS J f f ,.,~`_,'1f'' , ~ ~ Iti..~ ~ _ 1, ^I F{(~ 11r ,.l ii. 1 ~ ~ ~ y,g' ` 1 1
~ ~ CLASS B RIP RA'l;i ~ _ _ T _ _ _ v~ ~ . S~ 2 TONS - tr - ~
' CLASS I RIP RAP ~ A/ t7 ; 15 c~~~LBO s~ sT ~ sY;-~>: N _ -L- POT 250+54.37 s 11 - - 1 1 r ~ II ~ - Irv- 1_
ROD~$ LUG ~ ON BANKS ONLY > ,hu ~ '~v T 26 TONS '4C'F ~~+-SCE' ' i r _ Y f r~ ~ ~ ~ ~ - -
~ c,, EST 50 SY FF <'.;~1' ; ~ r,~.t" ~ : ~~,r _ 4 ~ ~~f , - ~ " , s wit,,} r^ ,w - . 1 _ l .Y,, j f 'ss~.. r ~ _ ~ _ . ` r yl r ~ ` i fr
r ~ ,~J ~ - 1 ~ , .,tip ~ ~nrrf : , ~ • ~ti^v' r ' •~,^,a^~=; ~ ~ ` ~u P ~ , ` \ - ~ f ~ - ~ ~ f ~r~, y / - _;Y~ ~ ' , ~ 1 t~,~1--~..~~~ ) , ~ _I N C`_ ~ 2 7 2 + I o 8 2 ' Y~, ' ~ Q
r B;T ~ °1 CLASS B RIP RAP ~ rn)' _ ~ ; , ~''~~~~ti;,,.~., ~ti, ~ti. ,p 4~, ~ ~ i / ~..7 Cs.3 '~~-ti,,~, Lti,,.~.-1 ~q11, ' EST 5 TONS rY i!~_J~-l ~'."'~f ff ft f~ ! ~r ~ ~ ` ~4~ f 1Y i- r ~L. (~JI Z!'~
' ' CON ~ n. REMOVE ~ EST 14 SY FF _ r.~ i ; -L- POT 250+50.00 ~ ~ 'F' ~d i~b. ,n-, C~ ! r % f r~ L n~ _f r ~ _ ~ W
~ , ~ ~ STRUCTION ti r ~ / 1 f 1 r ' I +,J l~ ~ 1 ~
~ ~ ~vFS ~ ~s~ ~ END CON ~ HW E~ AIL N i ~ ~ 1 1 s ~ r t,' c:) ~ ' I r~ ; s ti~ r ~ ' ~ ~ d J - , t
r ~~i i% ~ J ~ i ~~tJ r W z vv J~iJ f ~ ~ 'RETAIN L uRti,~„ ~?RU_~H ~ I ` IX~"""~ / ,J it I~ 1 Ct O Z . ~ , ~Zt ~r~ 1~_ l r''1-)
~ REMOVE / ' ~u a V v ~ ~ ~ 1' ' / ' ~ _ ~ J c ~
} 0 1, l~ ~ ti~~
~ F Sl ~ 2GI ~ti~ / ~ S~ ~ V ~ \ , ~-i 1 ~ ~ ~ ~ ~ ~ f tiff may.. b ~ ' ~ ~ ~ ~ C ~ - I f V~~ f tx~ \ ~ `
~~4 ~ C~ N l~ ~ ,-r r~ l ~ ~ 1 I p ~ ~ s., ~ ti,~a ~ ~ v
° RETAIN HEAD DITCH ~ ~ i ~ ~ , ~ Q ` ~ ~ ~ ~ f e ,1 ( J r ~ ~ r.Tf P 0 S T , , ` ~ ~ ~ zc.l.`
a FROM -Y3- DETOUR
o Y4RPD CS 15 ~ 3 ~ ~V A\~U? I , S ' ~ ~ i ~ r ~ ~ Irv, r v
o ~ Dc ~ ~ REMOVE r ~ ` + r~ 1 t ~ ~ ~ b' ~ ~ ,~Il ~a~cyngryaolS~Nt~S r~ ~y~, ; ~ ~ ~
o ~ ~ ~ ~ ' 1 i ~ ~ ~ j f.
c ~ ~ I' I ~ \ SPECIA CUT DITCH ~ 3 ; I ~ ~
~ I SEE AIL I m 'r C'
'W ~ lA., ~ ~J ~ r - p2 Z ~ I ~ h r ~ ~ I J . r
L ~ \ ~
x ~I \ ~ I ~ ~
o DENSE VEG~T/~TfON ~ ~ T~s"~, ~ i ' ~ 3 ~ ~ ~ s 1 ~ Y ~j ~ ~ r,. : r ~ _
v ~ r~ ~ O~ f
a ~ , , ` "~EqO ; + ~ ~ ~ t~ rti. ~ S ~ /
~ i ~ ~ A~ C ~ i~ /1 I ~ ~ BRUSH
+ C` t, ~ r ~ 0 I I~ PAVEMENT REMOVAL ~S_ ~J ~ it
i - RPD- ST 17+29.51 ~ ~ 2 ~ ~ ~ ~ o Y4 0 ~ ~ A ,~a ~ ~ ~
78 P ~ c~;~ / N ~ ~ ~CO~~}4ND EXP ND ~ - I S ' ~ ' i ~ ~ _ ~ SEE SHEET 38 FOR -L- PROFILE - ~ rf~~
SERVICE C ~ ~ ~ ~ o i TRIANGLE ~ A ~ f ~ / j ~ ~ SEE SHEET 54 & 55 FOR Y4RPC PROFILE ~ ~
CENTER INC. ~ ' ~ ~ y ti~,,• ` i cork ~ ~ ~ SEE SHEET 55 FOR -Y4RPD- PROFILE ~c~~ JJ ~ ~ , 4}x;1_
DB 1246 PG IIO ~ , \ , , ~ v4 } ~ C;E3 , RE N C,~
cP' f I I ~i ~ ~
~ ~ -Y4RP -POT 18+00.00 ~ ~ ~ RETAI SDI ti~ - -Y4RPC- -Y4RPD-
END C STRUCTION ~ ~ ~ Pls Sta 13+20.07 Pl Sto 18+65.50 Pls Sta 23+35.38 Pl Sta 13+74.04 Pls Sta 16+0/.80
's I0+64.01 Pls Sta I o \Q , ~ , + .91 Pls Sta ~ ~ PI Sta 242 22 u ~ ~ - ~ 8s = 2° 24 29.6 8s = 5• 6s = 5° 58' 22.2" p = 55° 12' 22.7" lLT) 8s = 5° 58' 22.2" p = 44° 35' 12.3" (RT) 9s = l2° 23' 17.8"
~ 0 - 40 01 34.2" (RTJ - RE r ~ ~ Ls 19 LS - _ ~ n = 2.00' - 9C
f D 2° 34 30.3 a _ ~ , Ls = 192.00' D = 6° l3' 18.2" Ls = 192.00' D = /2° 54' 16.0" Ls = 192.00'
- ~ ~ = LT 128.01 LT l2~ - , v L 1,554.36 _ LT = 128.07' L = 887.32' LT = 128.07' L = 345.5/ LT = 128.3/'
v _ ~~x ~ ' v~, ~ ~ _ ~ ST - 64.01 ST 6~ 75 - PD POT 9+61.48 ~ ~ \ T 810.41 , ~ Y4R - ~ ~ ~ - ST = 64.07' T =48/.50' ST = 64.07' T = 182.04' ST = 64.29'
tn o v ~ , Av rC~7) ~~t~i' ~ ~ R 2,225.00' R = 920.90' R =444.00'
M ~ TRIANGLE SERVICE ~ v~ t~ ~ ~;A ~ SE = 0.08 SE = 0.08
CENTER, INC. v.vo
o \ C"i z DB 317 PG 194 D.S. = 50 mph D.S. = 40 mph
PB 53 PG I D.S. 75 mph s

~ ~
,,rr~~ CONC ? `-vim' PROJECT REFERENCE NO. SHEET NO.
~ ,.r, ~ ~ / M U L K E Y U -47638 /4 ENGINEERS S. C~NSLI LTANTS
4~ ~ 84 PO BoX 33127 RNV SHEET NO. RALEIOH~ N. C. 27b3b
~(~~'~l ~ .5 . ~~cr W [phone] WWW.MLILKEYINC IoM ROADWAY DESIGN HYDRAULICS ~
SMITHKLINE BEECHAM CORPORAL ~ . ~M CORPORATION ENGINEER ENGINEER I'
8 2 \ ~ ~ ' ~ DB 4156 PG 473 ~ / ~ DB 2986 PG 852 G 473 ~ G 852 t
HIGHWOODS REALTY LIMITED PARTNERSHIP LLC , g a N BM 122 PG 152 3 152 ~.{`I
~ DB 4639 PG 338 ~ ~ BM 141 PG 206
1 (,~~~q`~ DO NOT USE FOR W ACQUISITION
AGO ~ P• DO NOT USE FO CONSTRUCTION Vdl_6---- ~'l-may.
i
x / ,
~ - ~ ~
, , 3 B~ 175 PII~C 25 35005 ~ ~
3 ~ ;~-t;-~-~ - L N B - POT 18+ 9 2 0 0 2 . ~ - ~N _ - _ _ f
~T `'V 1J' ~ ~ L a V T'~. . - ~ - ~ 1 `-Wi.E3 - ~f. J~ r~, Li r J -'`iN '~.`~y~ d J. ~.~;~ti~i..v..U.,~,~~~.ti%~ti~:,w- tn,ar-...._ ~ _ g~ _ _ p - - - - ~ 1 ~ ~ r ~ ` Yr~vti M vi,
- ,
I _ - - - 0... ' `'~-'ten nuns ~ t ~w - P - ~ ~ I ~ - _ w_ - _ - ~ 1 - r . ~ 4' -B~-174 ~PINC 32+ 7x99 "~---~=-u
- U _ ti.. - ~ ~J - 1~~ i - _ _ P - tin s ~n r -BNB- POS. 25+8382
_ - re-~~ ~ - ~ , I P ~ _
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M U L K E Y U -47638 22 ENGINEERS 6a CONSULTANTS
-Yl- PC BOX 331 Z7 R/W SHEET NO. RALEIGN~ N.C. 27636
(91 91 851-1 91 2 (91 9I 851-7 91 B IFAXI ROADWAY DESIGN HYDRAULICS i WWW.MULKEYINC.CCM
Pls Sta 217+79.75 PI Sta 222+21.66 Pls Sta 226+48.06 ENGINEER ENGINEER
8s = 6° 45' 00.0" ~ = 30° 04' 28.0" (RT) es = 6° 45' 00.0"
Ls = 300.Da D = 4° 3a 00.0" Ls = 300.oa
LT = 200.15' L = 668.32 LT = 200.15'
ST = 100.13' T = 342.05' ST = IOOJ3' Q", D® NmT USE F®R W ACQUISITI®N
R = 1,273.24' ][~lE$]El[e~I~']I~1~T ]Egg ]~]LA~l~T~
SE = 0.08 (EXIST) I)® N®T USE F® C®NSTRUCTI®N
DS. = 50 mph ~~Q
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P! Sta 10+40.29 PI Sto 10+14.52 P! Sta 11 +54.07 C
~ = 58' 25' 49.0" (RT) ~ = 60° 18' 17.0" lLT) ~ = 16' 45' 52.0" (RT)
D = 229° la 592" D = 229'!a 59.2" D = 8° 15' 21.2" C
L = 25.5a L = 26.31' L = 203.06' \ f
T = 13.98' T = 14.52' T = 10226' ~ ~
R = 25.Oa R = 25.Oa R = 694.Oa 43 0 \
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EISAI~ INC. + DB 2667 PG 583 ~
PI Sta 12 84.40 Pl Sta 13+33.41 PB 143 PG 179 N
~ = 32° 54' 07.8" (RT) 0 = 23' 5a 38.8" (LT) N +28.00 ~
D =57°17' 44.8" D =57'17' 44.8" 252.00 O ~~n~ l
L =57.43' L = 41.62' O ~
T = 29.53' T = 21)1'
R = loooa R = roooa ~
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169.00 ' 'a : i 168.00 + 00.00 + 31.00 X1,1' ~ 1
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I

-Y2- -Y2EBL- - - PROJECT REFERENCE NO. SHEET NO.
Y2WBL M U L K E Y U -47638 23
PI Sta 14+29+.58 P! Sta 36+31J1 PI Std 12+14.14 PI Sta 17+88.61 PI St 0 7+69.41 PI Sta 11+03.31 PI Sta 15+03.& ra 15+03.88 ENGINEERS Sa CONSULTANTS
~ = 28° 28' 03.3" (RTJ ~ = 12°37' 18.3" (LT1 ~ = 3° 22' 51.0" (RTJ ~ = 9' 45' 44.0" lLT1 ~ = r 56' _ _ ' 37.0" (LT1 ~ 2° 22' 02.9" (RTJ ~ 54818.9" //~~O (~yj/~~ PO box 331 27 RrW SHEET NO. V /V' lS~? ~LT~ (9A79) BSIr-•7C9127b 35
D = r 44' 10.4" D = 0° 42' 502" D = 01° 08' 45.3" D = r 08' 45.3" D = _ " _ ' 00° 36 112" D r 08 45.3 D r 08 45.3 i n ~ WWW.MULKEYINC.COM ROADWAY DESIGN HYDRAULICS r 08 453 ENGINEER ENGINEER
L = 1,639.62' L = 1,652.18' L = 295.03' L = 851.91' _ _ _ ' L 32226 L 206.59' L 593.87 593.87 C~'7
T = 837J0' T = 829.45' T = 147.56' T = 426.99' T = 1 _ _ ' 61.15 T 103.32 T 29728 297.28' c~ ~
R = 3,300.00' R = 7,500.00' R = 5,000.00' R = 5 000.00' R = _ _ 9,500.00' R 5,000.00' R 5,000.00' 5,000.00' v o ~N~®l~l[]~][~l~ ]~I~AI~T~
SE =EXIST. SE = 0.06 SE = 0.03 SE = 0.03 SE _ _ _ 0.03 SE 0.03 SE 0.03 = 0.03 Z Q D® N®T USE F®R % W ACQUISITI®N
DS. = 50 mph DS. = 50 m h DS. = 50 m h DS. = 50 m h OS. = 5 = _
P p p 0 mph DS. 50 m h DS. 50 m h p p 50 mph Z ]~l~]E]L~I~][~l~T lE~~ ]]~][~~1~T~
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Rr.~ ~ fJ ~ ~ i i I; ~ PROJECT REFERENCE NO. SHEET NO.
-Y2- - - - -t:~~~: ~ Y2E8L Y2WBL-
o~~~ I ~-MULKEY it S ENGINEERS Si CONSULTANTS U 47638 24
PI Sto 40f61.81 + ~'d PI Sta !7 88.61 PI Sta 15+03.88 / ! O R~LelaH,3N.C272763b R!W SHEET NO.
~ = 7° 59' 50.4° (LT1 - ~ _ ~ . ~ - 9' 45 44.0" (LTJ 0 54818.9" (LTJ I [phone] [phone] (FAX) j~ If,-T~ WWW.MULKEYIN0.COM ROADWAY DESIGN HYDRAULICS
D = 0° 28' 38.9" _ N = a D r 08 45.3 D r 08 45.3 _ G I ~ II O 1 ) ENGINEER ENGINEER
_ ,674.96' L = ~ _ ~ - 851.91 L 593.87 I, ; C~ I ~
T = 838.84' _ _ T - 426.99' T 297.28 i i~ ti. /
R = 12,000.00' R - 5,000.00' R - 5,000.00' ~ ; 1
SE = 0.0? _ _ SE 0.03 SE 0.03 S O ID® N®T USE F®R % W ACQUISITI®N
DS. _ ?mph = _ DS. 50 mph DS. 50 m h
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~ i~ SEE SHEET 50 FOR -Y2- PROFILE

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~-MULKEY _ ~ EN6INEER5 Sc CONSLJ LTANTS U 47638 25
PO box 33127 RrW SHEET NO. ~ RALEIGH. N.C. 27636
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SEE SHEET 50 & 51 FOR -Y2- PROFILE

PROJECT REFERENCE NO. SHEET NO.
-Y2- M U L K E Y U -47638 26 ENGINEERS Sc CONSULTANTS
PO 8OX 33127 RNV SHEET NO. RALEIDH~ N.C. 27636
PI Sta 79+68.36 Pl Sta 81+8357 PI Sta 83+14.23 PI Sta 84+35.72 PI Sta 89+02.65 [phone] [phone] (FAX) ROADWAY DESIGN HYDRAULICS WW W.MULKEYINC.COM
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L = 221.85' L = 207.92' L = 54.09' L = 188.79' L = 199.82'
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- m - - ~ _ -.---,J_ I I N 3° 05' 23.5" W I I I I
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_ _ _ i ~ ~ I ~ i/ ~ ~~T - ' ~ COLLAR
~t ~ - - - - - F~- - - W- - - _ W r ,=t~7 i-rat-ram- ,=fi.'1~7~~-i. r s - - 1i- _ ~N. ~-~~-~4~° - ~ ~ j._ a j:. ,Lf~ "L
CCFR ;-~1s _ BY OTHE CB f°~,-~~ ~_r. u.'~~ ~~ti _ ` - ~ - "-691>l~ Y ~1 a U' ~ , ` r r r~" ~ r~'-~>" s' ~-1 _r'~2 ra t ~Z n
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~ N EXISTING 4t/W - ° = o ~ ~ ~ ~ ~
~ ~ II ii N 50 +84.66 +00.00 -p +75.00 ,,,1 r! ~ ~ ~ 5.37 78.72' RT 0 76.32' RT k----- i
Z ~ $ ~ ~ i _
_ 4 _ - _ o W 85.37 P®E PDE
~ 200' ~ RETAIN 85.37 ~ ,C' _ RET~IN - I - - - _ ~ _ cl R / + 00.00 ,rr it - _ , i ~ro~v~°bs°~so
UNIFORM 48 RGP ~AfN 110' LT , + 75.00 ,I - . ~ ~ _ 8 pOZ s ~
~ ~P~a 4 ~ 110 RT ~ RANSITION a Rc~ FES ,I a S~
° ka cuwE ; -YI - PRC 267 82.37 = 's Lbw
a RETAI / RETAIN FES _ _ - THERS 4 L PRC 267 2.37 (U 4026 BY 0
3 ~ ~ - - - 4S' RCP RETAf~ Q_ - - END CONSTRU TION "
o N RETAIN o ~ u
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^ BY OTHERS - cl ~ cl cl
o
L BY OTHERS TAIL DITCH
a SEE DETAIL P PSH T
3 82 Y
L
a TMC ASSOCIATES LLC ~ DB 4715 PG 287
PB 166 PG 370 c
0
} ~ ~ o II i
N
-YI -
0
Pl Sto 265+25.28 Pl Sta 2i 0+12.99
~ 2° 3416.7 (RT1 ~
D = 0' 30' 00.0" D = 0° 30' 00.0"
L = 514.26' L = 461.!7'
T = 257.!7' T = 230.62'
R = 11,459.16` R = 11,459J6'
- - SE - 0.0? SE - 0.0? 0
N D.S. _ ? m h D.S. _ ?mph p
0
0 N
SEE SHEEP 44 FOR -Yl- PROFILE

PROJECT REFERENCE NO. SHEET NO.
M U L K E Y U -47638 28
ENGINEERS 6a CONSULTANTS PO SaX 331 27 R/W SHEET NO.
w RALEI~H~ N.C. 27636 [phone]
[phone] (FAX) ROADWAY DESIGN HYDRAULICS WWW.MULKEYINC.C~M
ENGINEER ENGINEER
81 D® N®T USE F®R % W ACQ-UISITI®N
TALECRIS BIOTHERAPEUTICS INC V~ JC"~~~~~~1V JC"~~~~
DB 4746 PG 941 . lO D® N®T USE F® C®NSTRUCTI®N
DB 1119 PG 193 (BLANKET EASEMENT) DB 1081 PG 896 (BLANKET EASEMENT) Z
DB 263 PG 444 (BLANKET EASEMENT)
PB109PG101 2
J
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N q 75.51 75.51' L,J _ . , --i
1~3 10 Z ~ I EXISTING R/W - T FO _ ~
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- \ CC1NC~/~1~ ~ - - - - - -T FO_- 92,9T ~ ~
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_ - - - - _ _ --T FO _ - - - T FO..._ . V'VYVYYS'YYyYY" ~ f ~ _ - T Fv9,,--~v~<Y,u T F01, ~`?'V b"VY~."YY'y'Y'YYl l^Y a'YY~Y'VY-Y`.rV - S ,r,-,-,rv rti'V-,..w.~, ~.T45"vY~v~ \ -1~.• ~ ,.-.lrrl - -
-Y3 POT 13+97.09 ~ 023 1 - ; ~
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j 1 ~ ~ ~ +50.00 r z ~ . ~ -
ti ~C ~ \ wJ .L a 104.25' +30.62 ~ ,,,--1 , ~i~-_ END PROP. CA 104.28' C ~ r~ , .w_ ~ tr
C ~ .:JS ~ - - END PROP WW FENCE \ r
Ol ~ ~ ~ ~ .n ~ '"tl~` 7~r~ D tom- ~ ' , _ , ,C-,,>~? ~ ~
N Y3 POT 10+00.00 ~ try ~ , ; ~ ~ z \ T,,; 3r, ~ ,.,r7 i
~ N'OOL.~S ~ ~ . ~ fST ~ ~ ~ -Y3- PC 16+42.97 ~ ~f1~ L-~Sr 'J~OODS 1 c
o \ ~ ~ ~ ~ CONC ~
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o ~ DB 2598 PG 948 OB 315 PG 537 PB 108 PG 151 PB 52 PG 71
Q
0
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' -Y3- 0 o 0
0 N r~
N P! Sta I1+72.31 Z
L D =4°40' 31.9"
L = 257.73'
T = 129.34'
R = 1,225.00' _ o m ~ 6,~® P -
o SE = 0.04
N - DS. = 30 mph
CX) 0
0 N
SEE SHEET 54 FOR -Y3- PROFILE

\ PROJECT REFERENCE NO. SHEET NO.
M U L K E Y U -47638 29
-Y4RPC- -Y4- ENGINEERS Sc CONSLILTA NTS PC BOX 331 27 R/W SHEET NO.
PI Sto 18+65.50 Pls Sto 23+35.38 PI Sto 500+76.55 RALEIGH. N. C. 27636 [phone]
~ = 5512' 22.7" (LT) 8s = 5 58' 22.2" ~ = 06° 26' 24.4" (RT) (9191 H51-1918 (FAXI ROADWAY DESIGN HYDRAULICS WWW.MLILKEYINC.CCM
D = 6° 13' 182" Ls = 192.00' D = 0° 15' 00.9" ENGINEER ENGINEER
L = 887.32' LT = 128.0T 81 L = 2573.46' _tr 1 i\
T =481.50' ST = 64.07' _ `C T 1288.09' I
R = 920.90' TALECRIS BIOTHERAPEUTICS INC = ~ R 22895.31 \ ~ \ 3 POSTS `11 ~~~®~~~s~s JL's ~~~lr ~ ~
DB 4746 PG 941 ~ ~i~ 1~ $E = 0,08 DB 1119 PG 193 (BLANKET EASEMENT) SE =EXIST. 17, 1 , ~ 'POST . G A I F- ,Z~,jr~ ~ D® N®T USE F®R W ACQUISITI®N
DB 1081 PG 896 (BLANKET EASEMENT) ~ DS. = 50 mph DB 263 PG 444 (BLANKET EASEMENT) D.S. = N/A 1
1 PB 109 PG 101 ~ ~ , ~ \ L 1 C~ t ~ ~ - ID® N®T USE F® C®NSTRUCTI®N 8,~7
1 ' ' ~ c{_'
-.J ~ ~~s ~7 ~ 1 ~ ~ r ~ ~ r~ ~ w_
~ 1
~
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DB 1796 PG 3 ~S ~ ~3 DB 1746 PG 37b , , ~ C~ ' 7,;,, j t
~ I t ~ ~i - I c t~~ ~ 1 ~ ~
~ ~ ~ ~ ~ ~ BSl LT ~
~ ~ , ~ -r ' ~ ~ r
1 CB CB ~~rr~~,, i~ , ~;~5
BST ~ LT ? ~ 1 ~ c~ ~ ~
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rte, ~ - ~ c~ X ~ v,^rrvr BST ~ c7 0 J ~ ~ ~ ~ 1 1 ~ ~
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~ - - + EST 50 SY Y4RPC CS 22 71.32
va O _ z k~ -Y4RPC ST 24+63.32 r~ X ~s r~ C~ ~ ~ ~ i C, ~3 ~r~.~ -1`r~ ~ C f' O S T Y
_ p ,
N ~ \ , -Y4RPC- POT 29+86.09
~ V ,~k` ~ ` 22.62' (LT) _
RETAIi ~ \ Mia sNUSix3 - ___~X~ - ~ ~ -Y4- POT 5/5+53.96 - ___~X - ~~~J`~~. ~ ' `
0 ~ ~ VE k__ s _X - -X- - ~ Sj tine X X . X , _Y..J~~.~ ~T-^-.~..f,J~.~_n..ti n..~n~~`~' ~ • ' N uti~J~J~.,,._ ...r' _ A .J-.. n_ J`.~.~ _ ns~ r J _ n r . l
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48 , -Rffi,4tRF - - - - - ~ ~ S ~ P RETAIN ~ 2GI ~ ANC Y4R,, C POT 25+41.00
v ~ ~ f. V a ~ it`~;~;ONSTRUCTION
~ rYP, C~ Q ~ - ~ ~6„ ~ _ OS \ S
_ - _ ~ R-.
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~ , _ ~ ~ i " ~ U ~ N 57°3129.8 W v _
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' 31~" E 6r 34 ~ ~ S ll RETAI N , _J_1 - ~ _
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N ~J ~ ~ ~ l ' V Y ~ _
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o ~ ~ ; " , . ~ BM 141 PG 206 _ Ir
- -1 POST ~ ~ / i ~ v,; ~ ~ ~ I ~ ~
0 7 J ~ ~.r ~ L/C 'a `~3 ,1 i ~ 1~, CB ~ ~f ~ ~ ~rf BRUSH 4 ~ r~, •
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co cH ° J~ ~)L<O OONO C', B
T3 i~ L.T. {S \ /
'j ~S SEE SHEET 54 & 55 FOR -Y4RPC- PROFILE

PROJECT REFERENCE NO. SHEET NO.
M U D 1~ E Y U -47638 30 ENGINEERS Sc CONSLILTA NTS
~ PC 6oX 33127 R(W SHEET NO. RALEI~H~ N.C. 27fi36
[phone] - (91 91 851-7 91 6 (FAX) ROADWAY DESIGN HYDRAULICS WWW.MLILKEYINC.C~M
390 ENGINEER ENGINEER
D® N®T USE FAR % W ACQUISITI®N
380 ~~A~~~ ~
~ D® N®T USE F® C®NSTRUCTI®N
370 - - - - -
_ it
I
360
360,..
N
n M Pl = 64+87J9 II
~ €L = 342.55'
~ 350 - ~
3 5 0 + vc = aza K=205
W DS = 65 mph
~ii ~ GRADE ~ PROPOSED
~ ;N 340
3 4 ~ 'j 2 c+)2.3333% f J/9/3//. ~N
idll
N~ m
, 1 v..l 3.3 0
330 f 10.8833% k 9 `
1 _ - _
EXISTING GROUND ~5_38pDy ~ '
320 ~ ~ 320
, -1 OJ899%
Z ~v'o I o
3 10 M ° 3 I 0 O
J
~ ~
. J ill ~ J ;N ~ _ ~1 t W t~.
II II
300 ~w I:
300 . W ~ ' W -YBFLY-
m jq ~W 'SEE SHEET 4 FOR -YBFLY~- PLAN
60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 CULVERT HYDRAULIC DATA 69+00 70+00 7 I +00 72+00 73+00 74+00
360
II J
DESIGN DISCHARGE =290 CFS 350
3 5 O DESIGN FRE~I/ENCY = 50 YRS ~
DESIGN NW ELEVATION = 3/4J fT ~ uj
BASE DISCHARGE = 330 CFS ~j
BASE FRE(!lIENCY = l00 YRS ~
BASf HW ELEVATION = 3145 fT ~ ~ N fir. 340
3 4 Q OVERTOPP/NG DISCHARGE = 760 CFS d:
OVERTOPPING FREQUENCY= 500+ YRS ~j O N
Pl = 75t99A1 OVERTOPPING ELEVATION = 3225 F7' M
EL = 32/28` i d ii
330
330 vc = 42a r
DS- l 55 m h PROPOSED GRADE m P
320
/ 4A~~ - EXISTING GROUND
r
0 ~J ~ ~ ' - ~0 -
3
3 I0
° 3 10 _ L _ ~ ~EVA 322 8b 3 -Lr
9- SKEW = 75 8
HEADWAR~BC W/ BEVELED u ~ 3 0 0 ' 4
0 3 O O LENGTH ALON6 ~ = 200' N . Cp - ,
Y~xa, ~
o ~ _ I I N
-
290
290 ° ~ ~
IW
iW o in iW IM ~
280
2so J -YBFLY-
~W SEE SHEET 4 FOR -YBFLY- PLAN
- 74+00 75+00 76+00 77+00 78+00 79+00 80+00

PROJECT REFERENCE NO. SHEET NO.
M U LK E Y U-47638 3/ ENGINEERS S~ CO NSLI LTANTS
- ' PC Sox 331 27 R/W SHEET NO. RALEIOH~ N.C. 27636
- (919) 951-79)2 - [phone] (FAX) ROADWAY DESIGN HYDRAULICS WW W.MIJLKEYINC.C~M
380 ENGINEER ENGINEER
i i
~N~®I~']Ilh][e]E ]E l[~][e~I~T~
D® N®T USE F®R G W ACQUISITI®N II i
370 ~~~~~~~1V
D® N®T USE F® C®NSTRUCTI®N
L -
-
360 -r
350 350
N
u
o
340, ~N 340
N~
vW EXISTING GROUND / + b _ ~ Q
Pl _ l9+17J6 PI _ 22+42J6 ~ ; rn
_ EL 3/8.42 v' EL - 3/9.-40' i ~ 3 3 0
3 3.0. ~ ~
VC - 2DD` / VC = 300' J cn ~i
K = 332 K = .197
OS = 75 rn h - - ~ DS = 70 mph P iiW
320 . m - s 3 2 0
_ - _ (-)0.3006% (+)1.2237°.
-
t 0.3000°. c
- 310
3 I0 r+~ o.~ooo 0.3000%
o
N Z PROPDSED GRADE
~ 3 0 ~ EL = 3/5.4Y > _ _ d~ ~ : .:.3.0..0 .
'v
tN~
i4 it i _ - _
J '
290 ~ -YCFLY- _~JJ 29„0
~W ~ W
SEE' SHEET 4 FDR ' YCFLYy PLAN
0+00 I I +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 2 I +00 22+00 23+00 24+00
360
360
~~d
-
a
350 ~~M ~b~ 3 5 0
~Mq
~a

340 ~ ~ Q*~ 340
i~ i~ oW
3 3 3 O PROPOSED. GRADE ~ W ~ W / v W 330
o /
320 _ ~ 320
i
i
- Y f-14.3585\ /+j"37333%
t ~ EXISTING GROUND
° 3 10 ~ 3 I0 ~.r.
CULVERT HYDRAULIC DATA
° ¢ STA. 99+37-L-
ELEV. = 3~p52.8o DESMN DISCNAR6E =290 CFS
a 19 W6' RCBC W/ BEVELED NEA~WALL DESIGN FREQUENCY = 50 YRS LENGTH ALONG C = 200' QESIGN NW ELEVATION = 3I4J fT
3 O O _ BASE DISCHARGE = 330 CfS 300
-
BASE FREOUENGY = 100 YRS
BASE NW ELEVATION = 3/45 Ff -
d OVERTOPP/NG DISCHARGE = 760 CFS
OVERTOPP/NG FREQUENCY= 500+ YRS 290
2 9 0 ~ a WERTOPPING ELEVATION = 3225 fT IM M
M
I M
J II
280
2 s o ~ W . -YCFLY -
r SEE SHEET 4 FOR -YCFLY- PLAN
- 24+00 25+00 26+00 27+00 28+00 29+00

` PROJECT REFERENCE NO. SHEET NO.
BM 'll EL = 34228' - - ~ M U L IG E Y U -47638 32 ENGINEERS Sa CONSULTANTS
-L- STA 105+7556.180.84 LT. RR SPIKE IN BASE OF B' PINE - ! PO 6OX 33127 R!W SHEET NO. ~ ' _ RA~eiorl~ N.C. 2763fi
- - - (919) 86)-1912 ' (9, 9) B5,-' 9, a (PA)O ROADWAY DESIGN HYDRAULICS ' WW W.MULKEYINC.COM
380 ENGINEER ENGINEER
DO ~NvOT USE FOR W ACQUISITION
_370 _ ~~11s~~~~~
- ' DO NOT USE FO CONSTRUCTION

.._360. ~ -M
IlolpMq . _ -
ono yam. + rte, EXISTING GROUND
i . . _ -
M~NI~I
350 ~~N.~ Pl = l12+00.00 3 5 0
EL- = 337.43'
VC =874'
K = 247
DS = 74mph _ 3 4 0
340 ~~~w ~ ~
~ (+)1.2236°. ~ 12.3/34/
330
330 \
~
320
320 ~
PROPOSED GRADE.
3 10 3 10
N Z ' '
Q
.300 300
2.9..0 290
SEE SHEETS 4 & 5 FOR ' -L- PLAN
00+00 10 I +00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 III +00 1 12+00 1 13+00 1 14+00
J
350
Pl = /12+00.00
EL = 337.43' u ~ ~
~ bb~
K~_ 2~4 EXISTING GROUND ® 340
3 DS = 70mph + d
~~`O II
CULVERT HYDRAULIC- DATA
d~~ a
DESIGN DISCHARGE _600 CFS
33~ / (-123134% ~~M DESIGN FREQUENCY = 50 YRS 3 3 O
~ ~ u _ d DESIGN HW ELEVATION = 290.9 FT
BASE DISCHARGE = 700 CFS
~i~ \ BASE FREQUENCY = l00 YRS
BASE HW ELEVATION 29/.3 FT Pl = 128+00.00
320 t _ - Q0.42' OVERTOPPING DISCHARGE - 2,900 - CFS EL - 3
OVERTOPPING FREQUENCY- 500+ YRS VC IJOO'
~ ~ W i OVERTOPPING ELEVATION = 308A FT K l8/
c _ ~ ~ DS = 70~nph
m ,
m 3 10 3 I0 I~.
('-10.3043% 0.32/0%
3
3 O O M ~ , ~ ~ 4JSg2i PROPOSED GRADE 300
.3/34j
in i - ~
J v ~W
29~ _ 290
STA. 124+97 ~ J
' SKEW LE 950 30,9.11 FT. ~ '
2 @ 9'x8", RCBG ~ + ~ ~
a ~N~ 280
280
BM x"14 EL = 29f1.68' do o do o ~o
BM 'l2 EL = 33526' BM •l3 EL = 336.90' I ~i ~ li -L- STA 124+66.39 2I2A6 LT. ~ ~ 1
-L- STA l14+5585 /04.47 LL -L- STA ll9+ggg8 17635 RT. i W RR SPIKE IN B,4SE of l5' MAPLE RR SPIKE IN BASE OF l0' MAPLE -Y/RPC STA. 16+22.51 /3/A5 LT. 1 ll 1 it 1 it 1 11 l 11 1 11
RR SPIKE /N BASE OF 40" DOUBLE OAK Il j I ll~ I ~l`Iv JI~~J .Jill 2 7 0
270 _L-
SEE SHEETS 5 & 6 FOR -L- PLAN
- 1 14+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00
I

i
PROJECT REFERENCE NO. SHEET NO.
~i I ~MULKEY U-47 3 33 ENGINEERS Sc CONSULTANTS
PD box 33127 ~W SHEET NO. ' RALEIp Hr N. C. 27636
- _ I, ~ I IB, 9) Bs, 9, B IF""' ROADWAY DESIGN HYDRAULICS
WWW.MULKEYINC.COM ENGINEER ENGINEER

BM 15 EL = 324.30' BM *l7 EL = 294.44'
- - A l30+40.86 210.36 RT. L ST T -L- STA l41+86.67 183.53 LT. -SR2REV- STA /4+52.34 93AI RT. ~I~~®I~'1[I~][,IE ]E ][~l[,A1~T~
-Y1RP0 SrA 18+61.64 66.96. R . SPIKE 1 BASE OF 10` PINE RR N RR SPIKE /N BASE OF 8" MAPLE N®T USE F®R ~ w .~c~UISITI®N
'~lEg1El[s~~'1[~I~T ]Egg l[~l[~~II~T~ _ D® N®T USE F® C®NSTRUCTI®N
~ _ II
~N
~N
MN~ i
_ _ 350
v, j ~ ~
_ PRQPOSED GRADE::
~D GRADE
340
330
z _
TI D_ EX S ND GROUN l A 128+00.0(1 P ST o
EL = 300.42' ~ 320 I~
vc - i~oa
K = - 81 z
- Om DS - 7 ph L II
IW
l HYDRA(JiIC -DATA. P PE
DRAINAGE STRUCTURE Stoa35+87 r~~ i.~oo0
DRAINAGE AREA = 32 AC
N Z _ DESIGN FREQUENCY. = 50 YRS
0 - DESIGN DISCHARGE 18_ CFS
DES GN 'HW ELEVATION = 3063 Fl' > 62 I 300
3.1 W _ ~ 100 YEAR DISCHARGE - 19 GFS
100 Y ATION = 3064 FT EAR HW ELEV
OVERTOPPING FREQUENCY =:IOOf YRS
30" RCP CLA. OVERTOPPING DISCHARGE ° 50 CFS RCP CLASS lV
= 308 FT INV.=296.92 OVERTOPPING ELEVATION ~.=296.92 " 2 9 0
SE` E SHEET... 6 FOR' L- f~LAN
;
+ + + + + 137 00 138 00 139 00 140 00 141 00 142 00
~ ~ ~ a
Lbw
m J
~ - ~ -
r ~ -
~ -
t9 ~ I
~ '
- 0 - L
Q ~ L
T ~ - 3
o
0 L / I
i

a
T
3 _ Y - a - _ _ _
a I
m - ~ _
o
v
o
N ~ /
N ~
U ! -
N
Q

Q
N ~ I
CC) C)
0 N i
m
rn

PROJECT REFERENCE NO. SHEET NO.
~MULKEY - ENGINEERS Sc CONSULTANTS U 47638 34
- ~ _ PC Box 33127 R/W SHEET NO. RALEIGH. N. C. 27636
' ~ [phone] (9, 9) 95,-, 9, 9 1PA)O ROADWAY DESIGN HYDRAULICS _ WWW.MULKEYINC.COM
450 ENGINEER ENGINEER
BM •l8 EL M #l8 EL = 340.82'
-L- STA /5/ -SRIREV- S 4 q O TENS~ON POV 430 L- STA.15/+29.48 160.84 RT.
SRI REV - STA 2l +66.37 43.21 LT.
OP OF ANCHOR BOLT ON HIGH ~ D® NCT USE F®R w ACQUISITI®N
ENSIGN POWER UNE
l[~][$IE]L~I~l[~11~T ]l~l[eA~1~T~ D® N®T USE F® C®NSTRUCTI®N
j
420 420
Pl = 155+80.00
EL = ~Q5.00'
_
; VC ;200'
4 I0
oS - ~~mph. = 4 ~.0 s ~ ekr~ -
,I
t
400 400
l -)4.000Of
390
390
380 380
N
o PROPOSED GRADE
.370. 370
360 360
350 (+)3.7620% . 350
A.,, K i ~
' - it
T-
340 .--s- ~ 3 4 0
f
....~-1--
EXISTING GROUND
33O CULVERT HYDRAULIC ,DATA _
~ 330 iI
DESIGN DISCHARGE =580 CFS / '
DESIGN FREWENCY = '50 YRS DESIGN HW E[.EVATION = `30/2 FT ~f
BASE DISCHARGE ='650 CFS
3 Z O BASE FRflX/ENC? = I00 YRS ' g ' ~ BASE HW ELEVATION =30/7 Ff 320
OVERTOPPING DISCH.4R~E _ 1J00 CfS p _
OVERTOPPING FRE(!lIENCY= 100+ YRS.
OVERTOPP/NG ELEVATION = 3/l9 Ff ~ U
3 ~Q ~W Q 3 I 0 ~
/5
° 300 - 300
~ rte-
2 J ~ S.KEW LE 465355 09 FL 290
2 ~ 7'x7' RCBC
280 280
270
270
- 260
260
SEE SHEETS 6 & 7 FOR -L- PLAN
- 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00
I

PROJECT REFERENCE NO. SHEET NO.
35 ' MULKEY
EL =405.00'- BM •l9 EL = 338.3/' ENGINEERS Sc CONSULTANTS U-47638 Po BoX 33127 R/W SHEET NO.
WC = -L- STA I58+70.64 245J0 LT. RALEioti~ N.C. 27636 - (91 91 851 -1 91 2 (9, 9l 95, 9, a cFAxl ROADWAY DESIGN HYDRAULICS
K = 2$3 -Y2RPAREV- STA3I+04.66 64A3 RT. - - .COM WWW.MULKEYINC ENGINEER ENGINEER
4.. I.O, DS = 7~Riph RR SPIKE IN BASE OF l2' BEECH TREE ~ it
: D® N®T USE FAR ~ W ACQUISITI®N
J4~~j n
~ ~L D® N®T USE F® C®NSTRUCTI®N
400 odd.
d~~ -
390. JN~'
380
380
370
370
PROPOSED GRADE 360
- - i
360 ,
-
- 350
-
350 , r-~osssoi 0.9380%
- -
r z ~ Asa _ _ ~ ~2
- ~~i~ ' 3 4 0
~ Vii.
340 _ ~ o~ _ -
~ ~o
z g ~ 330
~ 330 ~u~~ ~ , END LAT V DITCH +ao
~ m i W W EXISTING GRO 320.
TINE GROUND ' ~ EL _ 345.72
320
-L- S7"A. I66+50 RT
EL = 325.00 SEE SHEET 7 FOR -L- PLAN , W
165+00 166+00 167+00 168+00 169+00 170+00
56+00 157+00 158+00 159+00 160+00 16 I +00 162+00 163+00 164+00 - BM #22 EL _ 327J8'
BM •21 EL = 33IbN
-L- STA173+6694 23021 LT. -L- STA/82+05.30 3.97 > LT.
-Y2RPBREV- ST,418+44.35 /2/.M LT. RR SP/KE /N BASE OF 14"` WHITE OAK 3 6 0
TOP OF ANCHOR BOLT ON HIGH
3 6 O TENSION POWER UNE ~~sQ~s i
, ~ ~ - 350
350
o
PIPE HYDRAULIC DATA ~ -
PROPOSED GRADE PIPE H P/ _ /76+6/25 a~avacE EL = 32L75' DRAINAGE AREA DRAINAGE STRUCTURE Sta.ll8+47 O ~ ' ~ ' ~ 3 4 0
?NAGE AREA = 29 AC II Q ?GN ..FREQUENCY _ 50 YRS
3 4 O VC = J~'FS' DESIGN FREWEN DESIGN DISCHAR K = l82 ~S~cN taw Ett o DS = 70mph ioo reaR ascH l00 YEAR MN EL 0 3 ~J O WE/ifOPP/NG FR 3 _ OVERTOPPING Dl OVERTOPPING EL f l4 IGN DISCHARGE - 90 CFS p
IGN HW ELEVATION _ -3089 FT . O _
95 CFS O d YEAR D/SCHARGE
YEAR HW _ ELEVATION. _ = 309J ' FT ~ ~ ~ 3 3
RTOPP/NG FREQUENCY _500+ YRS
RTOPP/NG DISCHARGE = 25 CFS d I
RTOPPING ELEVATION =...2842._. fT ~ ~ tom'
' N" 320 J~
320 - r-~oss4a
m
(~'3,gpO0y o 48"RCP
- - - _ - .~4oo, 3 I o
- ~~J,
° 3 ~ Q ~ 1~~- INV.=302.72 ~
~ (-)0.3400% Sp~~
} N 0.3000%-------
300
0 3OO ~ 4d~ EXIST/NG GROUND
M ~ro
M~~ ~ II JU O J - ~ - - _ _ ~ ' _ 1.200%
- - ~ 9 0 - -
J w g -
290 . w ~ wow _ o~
+o ~ o0 o v EL = 300J3'
~M
0 ~ I`\I II raj M ~ ~ d~ ~ p ~ ~ + ~ 280
II o ~ - -
- ?so ~ W ~ . ° , J ~ w _ ~ i ~ SEE SHEETS` 7 & 8
IW ~W W i, W FOR -L- ~ PLA~f
179+00 1 8U+UU lb I +uu I oc~vU i o~Tvv
- 170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00

PROJECT REFERENCE NO. SHEET NO.
BM •23 EL = 284.33'
-L- STA/89+9629 //6A2 RT. M U L!~ E Y ' - - ENGINEERS 6c CO NSLI LTANTS U-47638 36
RR SPIKE IN BASE OF 8' SWEET GUM PC Box 33127 RrW SHEET NO. RnLei ori~ N. C. 27636 - _ - (919) BS)-7972
340 $ (9, 9) BS,-' 9, B (FAJO ROADWAY DESIGN HYDRAULICS - WWW. MLJLKEYINC.CCM
ENGINEER ENGINEER ICI
BM x'24 EL = 329J2'
-L- STA.196+43.68 322.78. LT. ~I~T~®I~][~][e]E ]E l[~l[,At1~T~ RR SPIKE IN BASE OF 15" PINE
330 _ $ D® N®T USE F®R w ACQUISITI®N
~ I - D® N®T USE F® CONSTRUCTI®N
~i !I
._320 o
~~M
x"19.9944% v ~ PROPOSED GRADE
3 10
3 I0
300 (-~o.~s44 300 ~
(-10.8767% 13J000% i ~ ~ -

123555% _ _ - - lA.Shc3X ~ ~~i
290 290
- 72°RCP
~J r J 4,72~0~ _ _ , ' -INV.=282.20
2.8 ~ Z O ~ ~a~n,~~°lso~sa N~~e~ -,,,I 2 8 0
~ o so~~ ~
P/PE HYDRAULIC DATA g I ~dW
p ~ EXISTING GROUND oRaNace s W DRAINAGE STRUCTURE Sta. c ~
~~ry ~ DRAINAGE AREA Z Z O, ~ W~ ~ ~ D£SIGN FRE(x/ENC ~ ~Z I 1 m N ~ DESIGN HWCELEVA Z _ nG~ ~ U ~ II t l00 YEAR DISCHN~ Wm~ Z~ I ~ N l00 YEAR MN ELE 2 6 0 w I W I I OVERTOPPING FRE ~ _ I II I W OVERTOPPING ELE 25.0 AGE AREA = .189+90 ~ I I
N FREQUENCY = 50 YRS W ~J ; ~ Z 7 O I', N D/SCHARGE _ X20 CFS . .
N HW ELEVATION =294.4 FT
.AR DISCHARGE ' = 24/ CFS
AR' HW ELEVAT/ON =294.7 FT _ _
~OPP/NG FREQUENCY =500+ YRS
260 ~OPP/NG D/SCHARGE = 450 CFS
~OPP/NG ELEVATION = -304.7 FT
250
SEE SHEETS 8 & 9 FOR -L- PLAN
184+00 185+00 186+00 187+00 188+00 189+00 190+00 19 1 +00 192+00 193+00 194+00 195+00 196+00 197+00 198+00
- BM *26 EL = 268A3'
BM •25 ` EL =27022'
-L- STA202+76J5 206.5/ RT. -L- STA.2O8+44.04 19729 RT.
RR SPIKE IN BASE OF ~6" SWEET GUM
3 2 ~ RR SPIKE /N BASE OF /3' OAK 320
3 10 3 I0
300 r-~oss~x
300
290 PROPOSED GRADE
o ~ f !-J0.302 280 \ 290
(-J 0.3022%
280
3 \ ^ V
Z 7 O EXISTING GROUND
l' 270
(-)1J927%
0
P 260 ~
~ 260
N ap
_I II
250 ~ ~ „I N ~ I W Iw 250
11 N
~ ~ II Q
IW
2.4.0. ~ W~
240
Stt SHEETS 9 & l0 FOR PLAN
- 198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 2
mmmm~ 207+00 208+00 209+00 210+00 211+00 212+00

B * ' PROJECT REFERENCE NO. SHEET NO.
M 27 EL - 260J4 -I=MULKEY -
-L- STA.2I9f90.34 9066 LT. U 47638 37 5 LT. ENGINEERS Sc CONSULTANTS p,~~~
SE BRIDGE BOLT EAST S1D E RAIL SIDE RAIL Po 6oX 33127' ly~~ SHEET NO. Rn~eio~-t~ N.C. ._7636 ' [phone] (9, 9) B5, 9i B cFAx) ROADWAY DESIGN HYDRAULICS
- ~ WWW.MULKEYINC.CCM
ENGINEER ENGINEER
STRU TURF C HYDRAULIC DATA BM *28 EL = 281.47
-L- ~+STA.225+8p8.~2+4 227.96 RT. ~1~7~®h'1[l~][~]E ][~]L~I~T~
DESIGN DISCHARGE = 2650 CfS DESIGN FRE~IENCY = 50 YRS RR SPIKE IN BA$E OF I6" PINE D® NmT USE F®R % W ACQUISITI®N
DESIGN kW ELEVATION = 266T FT
BASE DISCHARGE- =2960 CFS
_ BASE FREQUENCY = l00 `YRS D® N®T U5E FO C®NSTRUCTI®N
BASE HW ELEVATION ' = 2612 FT
OVERTOPPING DISCHARGE = ITOOO CFS
OVERTOPPING FREQUENCY= 500+ YRS _ . ~ OVERTOPPING ELEVATION = 2T44
FT
Pl = 225+5Q.00
AFL = ~73J3'
,K = f82
as = 70mph 2 9 0
.
(,J0.9 944/.
PROPOSED GRADE
4.~8~ (-10.30/ e -
280

(-)0.9944% )1.3096°°
270
578gg/.

- - - - (+I 1.0280°. - - - 1.028•°
1 260
- - + :.7059°° Z -
d' lf')
N o _ EXISTING GROJIND a
~o ro N N W
( °II LL 11 250
I'
J J I_ lt,l I W ~°D
Z + o
0 c,,
co ; II 2 4 0
W O ~V J
N, N I ~ •
II I
J; it ( II _ _
. - - IW j ~ II
zW.' 2 3 0 _
~JaD $EE SHEETS l0 & 11 FOR
-L~ PLAN
L 221+00 222+00 223+00 224+00 225+00 226+00
~ ~
w
4\~_ F
270
F Pl = 235+08.00
J - E ~ - EL = 285.68' ~I
EXISTING GROUND
V r 0 VC = 398'
K K - 247 2 6 0
225 50.00 DS = 70mph
EL = 273.13' _
o VC - 420' ,,,;,,r ,
a K=182 T
DS = 70mph - - _ - 290
o _ o

(+)1.30 (+)1.3096°e (-10.3004%
_..r ~
2 8 0
a
T _ 2.6 - - - - _ _ 324% (+I 0,5Q23% - r
3 _ a ~ ~ 1, _ _ ~ -
96/. f ~-)x.30 a
270
0 PROP S 0 ED GRADE

0
N ~
o a 260 o
0 N } ao W
N ~ N
0 I! IL ~ I 11
a
rW wIW 250
v W o
Q ~ r. Q ~ N
N II
oI
Z J', _ _ ill I W' 240
ccc` cuccrc ii o. `ice rno ' _i - o~ Lei
JLL JI ILL I J II oC IL I VI 1 L I Lf'VV
- [:2216+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 2 235+00 236+00 237+00 238+00 239+00 240+00

_
- i - _ PROJECT REFERENCE NO. SHEET NO.
~MULKEY U -47638 38 ENGINEERS Sc CON SIJ LTANT9
- - PC BoX 33727 R!W SHEET NO. RALEIOH~ N.C. 27636
- [phone] (9, 9) 95,-' 9, 9 (FAX) ROADWAY DESIGN HYDRAULICS WWW.MLJLKEYINC.COM
ENGINEER ENGINEER ~

D® N®T USE F®R W ACQUISITI®N
~~~1V D® N®T USE F® C®NSTRUCTI®N
340
330

-

320
1 _ - - ; I ~
~ ~ ~ -
- ~ _ _
320
~ ~
J
b b o o
. 3 I0
0
o III 0 N
z po p 0 II
o ~ ~ _ ~o ~ ~
> Et .....283.00'. o o~ 300
~ ~ ~ + d ~ VC = 210' + PI = X48+50a N d 2.48+50.00 N
h. N~ _ ~ ~ K = 72 ~ Et - 285J2 r. N ~ 2 - 285,12' Q
N d N PROPOSED GRADE M = VC = 238' = 238' ~
d I d DS 70mph ~ ~ d I K = 248 ~oN ~ ~ = 248 ~
~4 ~ VN = cn ~ DS 7Qmph = 7Qmph 290
~ II' . I, 'II I~ I~ ~4 z
J~J J>.J' I ~ l~ J>.J ~ _ I lV
W (-)0.4900%
280
0.~o23i r
PIPE HYDRAULIC DATA III
DRAINAGE STRUCTURE Sta.246+56 EXISTING GROUND'
DRAINAGE AREA = 30J AC _ DESIGN FREQUENCY = 50 YRS
d 270
N ~ DESIGN DISCHARGE = 140 CFS °0 _ 60 RCP
_ N ~ ~ DESIGN HW ELEVATION -274.6 FT
!00 YEAR' DISCHARGE = 150 CFS INV>=269.19 dI~
h 4 N !00 YEAR HW EIEVATION =274.8 FT
~ ~ OVERTOPPING FREQUENCY =5001 YRS... , . ' ~ III 26~
OVERTOPPING DISCHARGE = 25 CFS rl J OVERTOPPING ELEVATION =2842 FT ~s~~
~I I I ~
II I
o J ~ I
~y ~ 250 ~

o a
T
0 3 240
0 0 '
L I~
~ _ _
N
N 230
L a
0
3 Y ' -
a
N 220
~ C 0 -
'L ~
~ O
U7 N
~ j.., ~ , 2 I0
O O
N - ~
.O
~
Q _ ~ _ L
~ 200
Q
N
N _ U7
I90
SEE 'SHEETS l2 & 13 FOR -L- PLAN
- 240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 2 249+00 250+00 251+00 252+00 253+00 254+00

PROJECT REFERENCE NO. SHEET NO.
M U LKEY U-47638 39
ENGINEERS Sc CC NBLILTANTS - PO 6oX 331 27 RAN SHEET NO.
' _ RALEIGH, N.C. 27636 ~ - ~ (9 1 9) 8 5 7 -1 9 1 2 (9, 9l 65, 9, a (FAX) ROADWAY DESIGN HYDRAULICS
370 WWW. MLILKEYINC.COM ENGINEER ENGINEER
~N~®~[l[~lLl~ ~ lI~'IL~AII~TS D® NAT USE F®R W ACQUISITI®N
360
~~~1V
D® N®T USE F® C®NSTRUCTION
350
340 340
330 330
a

_ .
320 320 _ ~ r.
EXISTING GROUND' GROUND- - ~ _ _ .
~.l~~~g6V~~V
3 I0 3 I0
~~//A,~'' ~"M _ i
~ ~
300 300
N
Z
290 290
2so -YRPA- 280
SEE SHEET /7 FOR -YRPA- PLAN
32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 4 I +00 42+00 43+00 44+00 45+00 46+00
360 360
350 350 - _
340 340
330 330
-
320 320
3
m 3 I ~ EXISTiN6 GROUND 3 I0
300 300
290 290
280 _ -YRPA- 280
CFF 'C/ IFFTC l7 !L d FnR -YRPA- Pl' AAI
L- lot I F %A 1 0 wl I I I It I L-r-V T
C\i
L 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 -

i PROJECT REFERENCE NO. SHEET NO.
M U L K EY U-47638 40
' ENGINEERS S~ CONSULTANTS - - ~ PC 9oX 33127 RhN SHEET NO.
RA~ei~ri, N.C. 27636 (919) 85)-1912 (9, 9) 95,-' 9, B `FAX' ROADWAY DESIGN HYDRAULICS
370 WW W.MULKEYINC.CCM
ENGINEER ENGINEER I
D® N®T USE FIDR W ACQUISITI®N
360
~~lls~~~~1V ~~~1.V
` - D® N®T USE F® C®NSTRUCTI®N
350

340
340 ~
t~
..330 330 i

~
_ 3.? ~ ~ ~ 5 320
3 I O EXIST{NG GROUND G 1.
~ _
3 I0
~nr~s~~,~a 3 0 0
300 R~,. ,.,~rMbry~~ ~ ,
~ ~ a
r ~ ~
N Z ~ a~ ~byl!
Q
290 :~f 290
w
2so -YBFLY- 280
SEE SHEET l7 FOR -YBFLY- PLAN
10+00 I I +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 2 I +00 22+00 23+00 24+00
380 380
370 370
3 6 0
360
o
T 350 r------- 350
340
- 340
a Ii
- y EXISTING G 330
MISTING .GROUND
330

o I,
320 320
_
3 10 3 I 0
300 300
-YBFLY -
'SEE ..SHEET /7 FOR -YBFLY- PLAN
- 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 :1

i~ PROJECT REFERENCE NO. SHEET NO.
' MULKEY ' ~ ENGINEERS Sc CONSULTANTS U-47638 4/
II _ II Pa box 33127 RrW .SHEET NO. ' RALEIOH~ N.C. 27636
, - (919) H51-1912 (9, 9) B5, 9, B `F'"" ROADWAY DESIGN HYDRAULICS ' _ _ WWW.MULKEYINC.COM
ENGINEER ENGINEER
~W _ ~.J i
Z i
~o O cn
m N D® NAT USE. F®R % W ACQUISITI®N I
OJ co M
N ~ tD D® N®T USE F® C®NSTRUCTI®N
N li, PIPE HYL
{ J_ ~ DRAINAGE- Si P/PE HYDRAULIC DATA
DRAINAGE STRUCTURE Sta.17+77
~ E AREA O O I , W- DRAINAG IAGE AREA _ lOB AC
DESIGN FREQUENC •N FREQUENCY = 25 YRS
rn o o W _ +-0.00 ~p ~ - PI I2 I DESIGN DISCHARGE cn _ ~ 5 GN HW ELEVA .N DISCHARGE = 36 CFS
EL 335.67 c>~o ~ ~ _ ~ loo. TEAR DrscHAR 3N HW ELEVATION = 309T FT EAR DISCHARGE = 42 CF5 II p
N o, o VC 286 ~ _ ~ _ !00 YEAR HW ELEI EAR Hw ELEVATION _ 500 RY s ~ 0 3 4 0 i
d~ K = 52 d p I ~ _ OVERTOPPING fRE TOPPING FREQUENCY -
D.S. 40 mph F` - ~ ~ C~ .OVERTOPPING DISC G DISCHARGE _ l50 CFS - /9+50 00 + O TOPP/N
~ W l_,_ I qq OVERTOPPING ELEI TOPPING ELEVATION = 3/7.4 FT Pl. 3 ~D.02 ~ b EL / ~ ~
C~ VC 670'
+)2.0 J3. ~ ~ _ _ ( 4667. o~ 0 ~ K = 64 ~ ~ N
QQ
SQ~,~ PROPOSED-:.GRADE D. s. = 4o mpn ~ ~ 3 3 0 ~ II• .
7~ a 8 9 o i _ - .v,.,,,,,~ O _ _ I'I Ln ~
"a„-. - - - ~ I r ~ 1
I I ~ ~ - _ - - - ~ ~ , W r - ~ _ _ -
~ _ '_„I.. - 320
1 I z.. ° ~ . ,
~ I I o,

_ _ ~ - - I , r c _
_ EXISTING GROUND . 3 10
_ _ _ _
_t ~ 4.081 f! - ~
~ ~ _ 6-`
z Z v j
o 300
. EX. 42" RCP
h ~ INV.=304>93
g +
z
0 > U . 0 290
W "i'
W ~ I ~ N ct cep _ p ~
' ~ _i tl ~ II
~~~hh J II V - - ~ J ~ , II _ I ll I W 280
m1W mIw 'w SEE SHEETS 4 & 20 FOR -Y5- PLAN
18+00 19+00 20+00 21+00 22+00 23+00
P/PE HYDRAULIC DATA
PIPE HYDRAULIC DATA 3 8.0
It IIN o . w..... , - DRAINAGE STRUCTURE Sta.30+l2 DRAINAGE STRUCTURE Sta.32+9/
oo M ~L °R _,tl~~~a~ DRAINAGE .AREA = 3A6 AC
r`2 o ~ op DRAINAGE AREA =223 AC ~ DES/GN FREQUENCY - 25 YRS ~p DESIGN DISCHARGE _ l0 CFS
' ~ M N ~ DESIGN FREQUENCY = 25 YRS ©~6' ~ 0 DES/GN HW ELEVATION' = 342T 'FT
+ + rn N o DESIGN DISCHARGE - 7 CFS d~ ~ ~N• ~ ~ + op DESIGN HW ELEVATION = 335J FT _ ~ ~~~Y l00 YEAR DISCHARGE - l2 CFS 3 7 O
N ~ N'ct~ d = s cFS p~ ~ 100 YEAR DISCHARGE !00 YEAR HW ELEVATION = 342.8 FT
- + M d M ~ ~ 100 YEAR HW ELEVATION - 3355 fT OVERTOPPING FREQUENCY =500+ YRS
PI - 25 94.00: I ~ d V~~ c~ ~ M OVERTOPPING FREQUENCY = 500+ YRS OVERTOPPING DISCHARGE _
El = 355J0' u _ +I I cn PROPOSED .GRADE. I L I OVERTOPPING. DISCHARGE ~E ~ OVERTOPPING ELEVATION _
VC = 300'.. ~ I, m I I OVERTOPPING ELEVATION = - l~ r+~o.605/°. 3 6 0
o K - 47 I I _W I I t~ V
D.S. 40 mph IIW
r a
+...605!/. /
o o a p; /
'p T _7, k) 350
o 3 ' .
0 0 ~ ' ' "~2$°% 6
/ ~ _ _ - .
_Oi -___3~ _ - - 0.30/9/.
N _ _ _ ~ ~ ~ 340
_ _ Pl = 36+90.00
L o a r ~ 3,6 p0 EL = 36/.73'
667 0 T ~ o EXISTING... EXISTING GRO ND - 24" RCP VC = 230'
Y ~ I - ~ II INV.=337.33 K= 45 0 3 3 0
a - D.S. _ 40 mph ~
N N -
~ IU: 0 _ Z ~
INV.-330.64
o Z ~ II a
~ ' N Z J ~ o ' W 320 -
O ~
N w ~ ~ ~ i ~ ~ , w
o~
L + L~ t,) o ~ o ~ o lit m ~ ~ ~ ~ ~ 3Io
a II ~ L .
~g~
Q ~ g M ~ (Y'
III ~ I II ~~I II ~ I II
~ ~ ~ - I lu '
W IW WmIW W IW 300
- ` III
J ' SEE 'SHEETS 4 & 2/ FOR -Y5- PLAN
W'
32+00 33+00 34+00 35+00 36+00 37+00
- 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00

PROJECT REFERENCE NO. SHEET NO.
~MULKEY - ENGINEERS 6~ CONSULTANTS U 47638 42
PC 6oX 33127 R!W SHEET NO. RALEIGH. N.C. 27636
(979] 857-1912 (9, 9] B5,-' 9, a (FAX] ROADWAY DESIGN HYDRAULICS WWW.MULKEYINC.CCM
400 - ENGINEER ENGINEER
~ ~~f~~.~ i
00 NOT USE FAO~R % V1' ACQUISITION
390
~~~~~~~lr I3O NOT USE FO CONSTRUCTION
380
P! = 36t~.00
EL = 3&1.73,
VG = 230`
37Q.. K = 45 D.S. = 4kJ mph u 370
Pl = 39120.00 .
vc - isa W
360 ~ ~4 S0,3gy K = 38 ~ ~ EXISTING GROUND 360
- i D. S. = 30 mph ~ -.m a
j~ ~
u ~ "fir- _ ~ W - - - ~Yj
I ,M 1 ~ ~ i
350 , ry i ~ ~ ~ „ ~..R.~.Y.
~ ' ~A . ~
+d~
~ ~ _ _
M
3 4 O ~ ~ PROPOSED GRADE ~i 340

330 330
N
Z
320 320
3 i o _Y5 3 I0
SEE SHEET 2/ FOR -YS- PLAN
37+00 38+00 39+00 40+00 41+00 42+00
360 360 400 400
-
BLEND
TO EXIST.
350 350 390
~ 390
II ~ M o Pl _-13+50.00
M EL .:359.82' ~ ~
0 o II VC = IDO' o
340 a~ 340 380 K - ~ N~' 380 ~~j D.S. - 40 Inph II
"F W Pl = l1+55.00 ii q~ J II ~ aC ~
o ~+.i EL = 3/282' ~
Q d ~ VC = 90' n d~ W'
z W
T 330 ~ K - e 330 370 3 OS.= N/A cv a a ~ 370 ~ d
w
Q? I EXISTING GROUND ~ c~
i ` m ~ ~ EXlS m .3.20 r-~ ~ _o~ 320 360 - _ o J8s B2; W ~ ~ W PROPOSED Q I ~
_ ~ ~ O I~ I m GRADE
12.3674% (-~4~~56
(-)0.3000°.
3 I O (+)2.g 0% ~ EXISTING GROUND 3 I O 35O o PROPOSED GRADE _ 350
sra ii.za-vs oRi- CULVERT. M'DRAUUC DATA - ~EV=315.34
SKEW = 70' DESIGN DISCHARGE = 30iD CFS
e 300 ~e9-x6'RCBC 3OO 340 340
Pl = (Of+70A0 ` DESIGN FREWENCY = 25 YRS o DESIGN l1W ELEVATION .3047 FT
EL = '320J2'' BASE DISCHARGE = 390 CFS ' F
VC = 8d BASE FREWENCY = l00 YRS
290 Ds.= ~N/a ' E~ro" PiNC a cy"aRCE a s5o~ c s 2 90 330 330
OVERTOPPING FRE(NIENCY= 5aD+ YRS
OVERTOPPING ELEVATION = 3/4J fT
2so -YSDRI- _ 2so 320
-v - 320 l 5A SEE SHEET 4 FOR -Y5DRl - PLAN
SEE SHEET 2/ FOR -Y5A- ,.,.PLAN
- 10+00 1 1+00 12+00 13+00 14+00 10+00 1 1+00 +00 12+00 13+00 14+00

_ _ : PROJECT REFERENCE NO. SHEET NO.
M U L K E Y U -47638 43
- ENGINEERS Sa C~NSLI LTANT5 - PC 9oX 331 27 RrW SHEET NO.
Rn~eioti~ N. C. 27636 [phone] (9, 9) as,-' 9, a cFAx) ROADWAY DESIGN HYDRAULICS
WWW.MLILKEYINC.CCM
ENGINEER ENGINEER
- ~ I
- ~ CULVERT - f~YDRAULIC LfI`iT A ~-7~D® 7~N®T U}~S~E F~D~R % A' ACQUISITI®N
W ~ lC'"~Jl:e~~l`~1l~l~l
~ I - :DESIGN DISCHARGE- = 4/0 CFS D® N®T USE F® c®NSTRUCTI®N
O _ , DESIGN FREQUENCY = 50 YRS
- m DESIGN HW ELEVATION = 2934 FT = 750... CFS
t0
,N ~ co ~ :BASE' FREQ~NCY = l00 YRS
~ I~ BASE HW ELEIATION = 293.7 FT ~ ~ ~
. i~ p „J~ =2,200 CFS ~ 00 ~ p OVERTOPPING DISCHARGE ~i
M OVERTOPPING FREQUENCY= 500E YRS ~ ~ O ~ + ~
_ II O IL ` 4 OVERTOPP/NG- ELEVATION = 3/D2 FT fp ~ p ~ C~~~ O 3 3 O
_ - ~n ~ PI Q~~~ NBC
~ Pl = 226+04.00 rn ~ ~ i~
W EL EL = 309.88' ~ o o Q ~ N t~ M F`
, _ VC N ~ N' - NWN VC - l50' Pl = 228+62.00 N ~ ~ i
PROPOSED GRADE......... Pl - 221(75.00 d ~ K = l86 EL = 309.07 ,Q ii ~ i~ `
Q ~ ~ ~s E~ 3aT.75 ~ DS = 60 mph vC = 354' ~ W ~ w ~ 3 2 0 . .
VC = 570:.. z , K = 369
I~ - _ . _ K = 1359-- I O _ , DS - SO mph +
, _ J~~.W - - -
W I,m -
(+)0.496 r+)0.4962% (-aQ.3/23% I ~C, i.
(~)Oo4962% (f)Oo9158~
.3500%
- 90p%~-~- - -
l 0.3000%
300
o
°o,
EXISTING GROUND N 290
V J N ~ G PA~ELEV 85 309.911 FT.
V N
v> _ ~ Q Z _ Q op ~I- ~ ~ ` Q ~ 2K~W8'x7l9RCBC
0 R_ _ 9
~ ~ ~ M M , d~ ~ ~ 280
w II ~ II I o
I J ~1
J I ~lJ IW ,•1 a X11
w 1w WSW
270
SEE SHEETS 6 ~ 22 FOR -Yl- PLAN
226+00 227+00 228+00 229+00 230+00 23 I +00

_ _
b
~~e 3 5 0 r _ ~ .
. 8poc' ~ " ~o~"~at
II I~ ~ `~d`Y
~ - 340
O I~ ~ O
O ~ O Pl:, _ 242+50.00
N oo N EL_ = 322.40'
} ~ o QO K =483
vC = 300' 3 3 0
~ 'Q Pl = 233+80.00 Q ~ OS = 80 mph +
EL= 312.8' ~I ~ 3 cn O
PROPOSED GRADE - I VC 150' ~ ,
a _ I rr ~
K - 332 o _ _ - 3 DS_ - 80 mph + _ L I I _
o
o

m LAT BASE W/
.0995/. (+)0.648!/ CL B RIPRAP P/PE HYDRAULIC DATA 3 I O
a ~ EX.24 RCP ~ -2.0% DRAINAGE STRUCTURE Sto.241+27
II INV.-311.33 0 DRAINAGE AREA 2G2 AC
3 - - _ DES/GN FREQUENCY = 50 YRS
Y ~r EXISTING G' OUN R D N' J o DESIGN DISCHARGE _ l32 CFS
a N _ tp J J _ ELEVATION _ 3/09 FT 3 O O
m + o ~ o ~ lNI/.~304.78 DESK N HW l4/ CFS.:. 00 EAR DISCHARGE o ~ + ~ ~ o OVERTOPPING FREQUENCY =500+ YRS
a ' N ' PIPE HYDRAULIC DATA 'L „ ~ , + : l00 YEAR HW ELEVATION. 311.3 FT
DRAINAGE STRUCTURE Sfo.239f24
° ~ DRAINAGE AREA = 23 AC w o o OVERTOPPING- D/S~HARGE = - 350 CFS m rn w Ip OVERTOPPING ELEVATION = 324.6 FT
N d _ DESIGN FREQUENCY - 50 YRS
, ~ ~ ~ DESIGN DISCHARGE _ 12 CFS ° 2 9.0. _ ~ L T BASE W/ -
° ' ' I ,DES/GN HW ELEVATION = 317,3 FT C B RIPRAP
~ J 100 YEAR DISCHARGE = 13 CfS s ~ -4.4%
'I00 YEAR MN'ELEUATION 3(L3 FT a
OVERTOPPING FREQUENCY =500+ YRS Q a, S _ BY OTHERS 2 H O
~:Y~ CLOPPING DISCHARGE _ 30 CFS m _ 3
OVERTOPPING ELEVATION - 22 FT Q
N
270
ccc cuccT c cno _v~- or ~ ~i
cli .ALL J/ /LL ! V / V! 1 / / / L/V V
- 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 2 240+00 24 1+00 242+00 243+00 244+00 245+00

' ~ PROJECT REFERENCE NO. SHEET NO.
- cn M U L K E Y U -47638 44 - ~ ENGINEERS Sc CON SLILTANTS
- I ~ I P~ 6oX 33127 RrW SHEET NO. tl RALEIOH~ N.C. 27636 T [phone]
[phone] (FAX) ROADWAY DESIGN HYDRAULICS WW W.MLILKEYINC.COM i
O ENGINEER ENGINEER
m i
w _ ~ _ co _ ~I~T~®~1[]~]L1E IE I[~l[eAll~T~
~ - I)® N®T USE F®R W ACQUISITI®N
O w t~
z ~ m Pl = 254+76 00 • I)® N®T USE F® C®NSTRUCTI®N
o co
ouon, EL= 343.43' 0 0 ~ VC = 280'
m K = 452
cc~ ~ ~ DS = 80 mph +
~W~~
I~ I ~ p NVUNgq - '
.O _ Q~~~
q ~ ~
it ~ ~ ~ N ~ _ 350
N ~ N N-~ ~ o , c~ z ~ W
_ ~ w _
N ~ ~O 1~~. ~~C) _ - ~ ~+~LJ168 0
Q a I ~ - - _ _ -~'i'J1G'S'~ _ ~ 340
i i ' t,
I ~ _ . ~
_ fl I ~ ~ ~ - _ ~ , - -

, + 1a7209~ ~ . , ,
.330
'11a~~~~~b'¢
b~~;rr 4 ~r~~ d~
V 320
PR POS GR EX157ING GROUND: 0 FD ADE
3 I0
z 0
W 300
290
SEE SHEETS 6 & 25 FOR -Yl - PLAN
T ~ ~ ~ ~ T 254+00 255+00 256+00 257+00 258+00 259+00
L
380
W
s
370
PI = 260f55.00 I~ nm
J , EL _ 353,48
VC=690' ~N~
o K =-149' _
r,, - M DS - 55 mph 360
II
II N o
356/. l-~ a ~'~"~1.7 2~ ° .873/ ro NJ '
T _ _ _ o PRDPOSED GRADE +~~W
3 35~
NIVN~ '
- _ II _ ~~~z
~ . _ ~ N I
O z ~z!~W - 340
o 3~3 a _ 2Op ~ I ,~,~m
J 1.22/... Y o
a
2/ a N - - _
Z o 2 e
XIS ' NG GROUN ~ ~ AS E ll D ,F I, ~ ~ ~ ~S, SE 2
_ - 1 J .~r.s, N p .6 ~ eA SE _
~ ~ ~ 8 i I N
320 J o g, ,4.8/ 2- BgSE
o °0 ~n + IJ- O
N 4 ~ ~ rn } I I w co • _ LAT V ~+0'.37% M ~ - 9.6/
~ N ON _ JO ' .J _ -
o ~ M +I'M d
a ~ ~ III q , III + M ~ ~ ~ M 3 I 0 O
m ? p ~ J Z +I'~ _ O~ ~p O M J ~ •
Q Iw I w Iw I ~tD Z~-
I ~ I I N cD - W I`n I'~
_ ~ - - E BY ......OTHERS FROM... STA. 266+87.57 -Y I- TO STA._272+00.00 3
SEE SHEETS. 25 & 7 FOR -Yl - PLAN
- 259+00 260+00 261+00 262+00 263+00 264+00 265+00 266+00 267+00 2 268+00 269+00 270+00 271+00 272+00 273+00 ~

~"3~r. ~ i I , ~ i 1 1 PROJECT REFERENCE NO. SHEET NO.
i E r ~ i J ~ I ii i _ I.. r r_ i
N - - - ~ o I M U LKEY U-47638 45 ` _f ENC3INEERS E< C~NSLILTANTB
. E ~1 E_ - ~ f - P~ Box 33127 RrW SHEET NO. i RALEIa H. N.C. 27636 (9791857-7972
I I ' N _ , (9791 851.1978 (FAX] ROADWAY DESIGN HYDRAULICS _ ~ WWW. MIJ LKEYINC.COM ~
.,a _ _ O v ~ ~ _ _ _ ENGINEER ENGINEER
o~ II _ _ 1
O~ _k f ! _ i w I ~ ~
+ - , , , o ~ i I
D® N®T USE F~®R % W ACQUISITI®N
- , ~ ]E$
_ i _ _ _ - _ r ~ P! - i3 oao _ ~ D® N®T USE F® C®NSTRUCTI®N
~ ~ _ ~
_ EL - 15.10' ~ 1 Igo v _
cn 1/C - 50' t 4, Z _ _ , ~ - _ , i ~ ~ _
~~w i I 1 DS = ' 0+ mph i m i _ _ _
[ f [ ~ - ~ ~ t
! i
_ ~ , I ~
EL = 320 _._._~M _ _ _ _ ._i _ ~ .r.__~~:.. - _ _ _ _ _
! - ~ vc = 28a ~ ~ : ~
O2 - .~0~2
~J ~ 1 K 127 _ i 2.5/6 _ DS = 55 m h PPOPOSED GR f
_ A _ ; _ _ GR E ~ _ ~
1 . _ ' ______~--emu 3 I 0
_ ._._w..~.~ _ ~
t.5~61 0 ' ~ '
-J0.3034/. _ _
to _ I 1 r ~ 1
~ _ I I { ~ 929`: _ _ _ ~-F _ - _ ors 30.0 ~ o e
~ , ~ EXISTIN GROUND.,. , _ _ h
_ _ ~ ' / ' ~ j '
_ _ ~ I _ _ _ _
_ _ _ ,E ~ _ ~ I _ ~ I 29% I
! ~ ; , ~ ~ z ~ a
_ ~
o S
~ 'STA'.16+50.3 -YIRPC- ~ ~ _ _ L i ~ ( -G.P. ELEV.. 09.11 FT• ~ , N~ ~
i_ _ :SKEW - 95 W v N J
7$ ! ~ 2 ~ .9x8. RC C ~ G ~ f~ d
° ° 280
f ( I ~ ~ 1
~ I ~ ~ V I 1 ~ N ~ to
Z I I~~ ~ I I_ Q II ~ ~ ~ II II
- I I ~ I -
~ ; _ EL - 283. 0 W I - w ~ w r w ~'Ww ~ 270 _ _ . W _ • _ ~ _ . _ _ _ _ _ _ _ • _ _ _ _ _ IF. _ _ _
l ~ l I I > j ~ ~
~ ~ ~ 1 ~ I j
t ` i l I I
i ! DY l f ,
I RPC ( ~ -V ! '7 - ~ Ill ~ 260
ODDbDDDDD • ~ ~ _ - i SEE SHEETS 5 & 6 FOR -YIRPr~ - .PLAN
5D ~ ~ I i , ( . j ( ~ ~ i
0
18+00 19+00 20+00 2 1 +00 22+00 23+00
i ~ ~ ~
P1PE NYDRAULlC DATA
I ~ , ~ ,
DR' AGE STRUCTURE Sto.26 4 AINAGE_ AREA-_ _4.5:.....-,4E . . 340
DESIGN F EQUENCY = 50 YRS
DESIGN DI CHARGE _ 21 CFS _ _ DESIGN , .ELEVATION =290.8 FT
_ 22 CFS.
~ !OO YEAR ISCHARGE O ~ 100 YEAR ELEVATION- 290.8 FI' co ~[b 330 1S
1 OVERTOPPING FREQUENCY - Y1~8 r
_ ~ _ OVERTOPPjNG DISCHARGE - 88 CFS N
J 304.4 FT N _OVERTOPP NG ELEVATION _ f _ _ ~I `~b`'V
r 1
~ i I ~ _320
M _ ~ _ _ _ _ Pl - ~6+25 . I
rn EL = 304.00' i v o
I PROPOSED GRAD_ ~ ' ~ -
o _ V - 222 ~ ~ i ~ 1
a i K=IOQ ~ ~ ! ~
DS: = 50 m h p..._ :.W~.~_ 3 10-
a ~ 6/. ! 073/
(+)1.9 _ I.
~ ~ e- ,
073/... , ~ (fll.9 (-J0.303#/. ~ ~ ~ 1 I
a 1 300
- _ _ _ STA. 28+54.19 -YIRPC- a ~6 ' NEV.= 309'.91FT.'
o 0 'SKEW 119
50 . , Oj 3 L . , ~ ' 30 RCP
i ~ ~ a f
. INV.-288.10. 290
~ ,3,~ (+}..0,3571/ W 959
~ ~ E o ~EXlSTlNG :GROUND
W~ ~ m i N EX.66'ACP
~ J v ~ a (TO BE REMOVED) 280
o ~ I o I ~ ~ ~
+ + Qo O + v
_ ~ c~ Uc~ W~ W
'O i I • ° ~ ! ,mod' ~ to N p ~ ~
a Q V O' I~ O ~D ~ ~ O ~ d m : 270
~ ~ I ~ ~ W ~ ~ ~ I~ Q ~I~ I~ I~ ~ N li N ~ N d' ~ N
II V V) V I ~ ~ N Z~ ~ ~ N N
N ~I ~ ~ II II M V ll ~ I t~~ Q~ ~ Z~ II II Q
w~J Z>.J Li}~ I I ~ r s F mIW WIW W IW - 260
E I ~I ~IW _ _
~ i SEE SHEET 6 FOR -YIRPC= ...PLAN
i' i
- 24+00 25+00 26+00 27+00 28+00 29+00

PROJECT REFERENCE NO. SHEET NO.
M U L!~ E Y U -47638 46 ENGINEERS Sc CONSULTANTS
- Pa Box 33, 27 R!W SHEET NO. - - RALE~~M, N.C. 27636
(9, 9] 85,-1912 - - - - - (91 9, 851-191 B (FAX] ROADWAY DESIGN HYDRAULICS WWW.MULKEYINC.COM
360 `ENGINEER ENGINEER
u~~
~ ~~s~~~
' D® N®T USE F®R W .~CQUISITI®N
350 $~n
0 ~~~~~~~l~l ~ ~L . D® N®T USE F® C®NSTRUCTI®N
i _
~ i
l
340

~
330 Pi = is+ooo EL = 305A0' _ ~U +ooo
= 3o5.orr 3 3 0 ---1
VC = 264'_ 264' _ -
Pl = 12+00.00 K ~ 96
= 50 mph
3 2 ~ ~ EL = 309.42' - EXISTING GROUND DS = 50 mp VG = 2/6' y-~ 320
K = /36 ~
DS = 75 mph
3 10
f J2.32~% f-1pJ367% 3 I0
~ ~ l+J 0296/% f 10.7367% - STA. 12+90.98 -YIRPD\
300 \ ~ _ ~ 3~~
PROPOSED GRADE:
p G.P. ELEV. 309.11 FL
2J~ 2K~W9fx8 RGBC ~ i. o' 290
~ ~ ~Q
y - 2.6733%.--- ~ m
z g i J ~ ~
0.6849% ~ ~
280 W ~ u n r_- ~~~r~.5 ~ , ~ ~ 280
I i '
~o O
g I ~~o ~
NN ~IN
270 d.. -YIRPD- 270
' SEE SHEETS 5 & 6 FOR -YIRPD- PLAN
ro i~nW ~ iW '
0+00 I I +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+00 19+00 + + + + 20 00 21 00 22 00 23 00
360 360
~M
350 ~ u
350

Pl= 25+90A0 ¢ W
° 3 4 Q EL 320.88'
VC = 337, o 340
K=80 ~
Q EXISTING GROUND DS = 45 mph ~ W
3 330 330 . .
32Q ~ (+)2A101% f-)21936% (-121936% 320
o 13.3767%
l+) 0_8267%_
310 (+l 2296~~ - - ~ - - 3 I0
PROPOSED GRADE
300 300_
..290 ~ o ~ U 290
IN M to i
2CJ0 I II tl p II W W , -YIRPD - 280
SEE SHEET 6 FOR -YIRPD- PLAN
- 24+00 25+00 26+00 27+00 28+00 29+00

PROJECT REFERENCE NO. SHEET NO.
' M U LKEY 47
ENGINEERS Sc CONSULTANTS U-47638 - ' ~ : PC Box 33127 ~)r SHEET NO.
RALEIGH, N.C. 2763fi - [phone] (9, 9) B5,-, 9, P (FAX) ROADWAY DESIGN HYDRAULICS
WWW.MULKEYINC.C~M - ENGINEER ENGINEER
I
380 i
~~~®~~~s~ ~
D® N®T USE F®R % W ACQUISITI®N 'i
~~~~~~~1~I ~ - _ D® N®T USE F® C®NSTRUCTI®N
370
Pl = 22+00.00 EL _ ..34/94'
360
K.~ 84
DS = 50 ~ mph 3 5 . _ ...,...w.
,
350 n o _
~~W
o ~v. W
r*~ ~ +)5 c~g9
34,0
z
~ PI = 16+70A0 330
3 3 ~ EL = 3/020'
VC = 634'
_ i
~ DS 50 mph
320
3 Z O / ~ ~ PROPOSED GRADE

~soii 3 I0
3 ~ ~ f-106/32% (-x.6/32% 1
STA. 15+37.83 -SRI-
~.P. ELEV. - 355.09 FT.
Z , (~~,28 /~K~W7'x7 RCBC/. 300
300 N r ~
EL = 305.65' EXISTING GROUND
, 290
290 Ec = 2saoa -SR~- SEE SHEETS 6 & 7 FOf~ -~SRI- RYAN
9+00 20+00 2 I +00 22+00 23+00 24+00
10+00 I I +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
390
390
380

380 ~~~~1
Rq~ys~
-o 8p®Z
370
370 M+~ ,
Q
PROPOSED GRADE ii 360
360 _ ~ • w ~~ix
s~ -
350
D 350
L 340
340
EXISTING GROUND
330
330
320
320
Q 3 10
3 i o -SR/ -
, SEE SHEET 7 FOR -SRI - PLAN
- 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00

PROJECT REFERENCE NO. SHEET NO.
M U L K EY U -47638 48
ENGINEERS S~ CONSULTANTS ' ' PC Box 331 27 R/W SHEET NO.
RA~eio H, N.C. 27636 (919) BS1-1912 (9, 9) a5,-' 9, a (F""' ROADWAY DESIGN HYDRAULICS
WWW.MULKEYINC.CCM - ENGINEER ENGINEER
A® N®T USE F~®R % W ACQUISITI®N
~~~~~~~1V ~~~1V
ID® N®T USE F® C~NSTRUCTI®N

~'1
o
II
II O Pl = 22+00 ~ - .o0 3 3 0
O E~ 3/7.00'
VG = _250'
+N W ; O K=96
~ ~ N ! , DS = -40 ,.mph...
- QN
, w. cn d ~ PI = 13+00,00 _ 320 . _ . _ - P ~ _ ~ _ I I
~o ~ - -t I cn- _ EL - 304.74 PROPOSED GRADE ° _ I ,
_ N ~ ~ VC - 257 11 r
~ c~ . - _ K=96 ~~W T~/~i _ ~ 4 • ~L~ i T_
IIN - . DS = 50 m h P V
_ _ - 3 10 ~R .
Of.7~_ / 83/ i /
oo~ _ t~~ - -
8 6 ~J
98/. .6' +)1.86 _ -
6g i _ r..._. _ - - 300
- XISTING GROUN E D
HY RAUUC DATA' PIPE D
DRAINAGE STRUCTURE Sra.14+65 66 RCP 36 RCP
INV.=294.47. DRAINAGE AREA =285 AC .INV.=295.00. DESIGN FREI~IENCY = 50 YRS 290
DESIGN DISCHARGE = 150 CFS
PIPE HYDRAULIC DATA J DESIGN. HNr ELEVATION = 303.6 fT
~ t = Z DRAINAGE STRUCTURE Stv.ll fT IOO YEAR DISCHARGE .160 CfS
0 - 100 YEAR HW ELEVATION = 303.8' fT _ DRAINAGE AREA - 102 AC Z
DESIGN fREOUENCY = 50 YRS ~ V OVERTOPPING FREQUENCY = 500t YRS 280
> ~ W DESIGN DISCHARGE = 31 CFS O O OVERTOPPING DISCHARGE _ ?JO CFS ,u
~ _ d O O, _ ...DESIGN HW ELEVATION - 300J FF ~ OVERTOPPING ELEVATION - 3062 fT J
100 YEAR QlSCHARGE = 40 CFS ~ o ~ rn
100 YEAR ELEVATION = 300.8 FT ~ I N HW I
OVERTOPPING' FREQUENCY = 5001 YRS p _ II Q _ _ 270
OVERTOPPING DISCHARGE - !!5 CFS Z J
.OVERTOPPING ELEVATION = 3062 Fr J W I W IW SEE SHEETS 6 & 7 FOR -SR2- PLAN
19+00 20+00 21+00 22+00 23+00 24+00
390
,Y.
M
11 0 o~ 380

m ~''r'
` I J PIPE M'DRAUUC DATA
} DRAINAGE STRUCTURE Sta.28t68 +M
o N DRAINAGE. AREA = 1.8 AC + N+~ 370
~ W DESIGN FREQUENCY = 50 YRS ~ •
Q~~ DESIGN DISCHARGE = 28 CFS d Q~W
DESIGN HW ELEVATION = 333.8 fT ~ o
- = 30 CFS ~ ~ a PI - 28+73.00 100 YEAR DISCHARGE _ I C~
T EL = 343.67.. 100 YEAR HW ELEVATION - 334 FT N' I ° 3 OVERTOPPING FREQUENCY = 500t YRS ~c~ O ENO 360
VC - !65 _ cn Z ° c~ ~ ~ ~
o OVERTOPPING DISCHARGE - 88 CFS = IIW K 84 = 343.8. fT
OVERTOPPING ELEVATION DS 50 mph
(+1~ ~+)2.000°°
001/ - +)2.0 350
a
T ~~d~
- 001/. 3 _ . _ _ _ +)2.0 y A/. BppZ ~ ~
L PROPOSED GRADE 63
3.~ +j - a yew 340
_ „ a
° -
L 6/ . _ 56 „1 4~ _ _
O - 0 30 RCP 3°,
0.633 _ _ - N 1NV,=330.44 330
a
a - N '
.
° 8 - l 3 - o ~ ~ / r r.~""
L - O O
O u o I O P~ ~A 320 ~
371/. . - / ~ Q b ~
- ~ o o I I
o cn ~ I ~ O N I II N I I I ~ I N+ EXISTING ..GROUND o ~ Z
I J J
~ 4 p ll 3 I0
I II ~ i J 4 l~ f
c~-~ cN~~- ~ ~nQ -cQ~- Pi eni
00
- 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00

\ \
:
PROJECT REFERENCE NO. SHEET NO.
~MULKEY - ' ~ ENGINEERS Sa CONBLILTANTS U 476.18 49
- P? BoX 33127 ~W SHEET NO. RnLEiori~ N. C. 27636
' (91 91 851-1 9 7 2 (9, 9I B5, 9, B IFAX' ROADWAY DESIGN HYDRAULICS
WWW. MLILKEYINC.COM ENGINEER ENGINEER
~I~~®~'1[l~lLlE lE 1[~ILsAI~T~
D~QD.I N®T USE FA®7R ~//DW~YACQUISITI®N
~11~~~~~~1~I Jl0 ~L - ' ID® N®T USE F® C®NSTRUCTI®N

~ - _
II
?h _ _ _
I i
_II
- _ 370
_ co ~ f ' PI 9 58.D0
W = f _ PI _7 40.00 Q W EL = 35723-
~ EL = 356.00' : VC = 15f1' -Y2WBL- STA 6+08.32.....=
- _ VC = 15a -Y2- STA.40+OO.QO,14.00' LT.
' K-146 _ ~ _ I K = lt9 c~ _ J DS - 55 mph
D.S. - 55 m h PROPOSED GRADE a~ P ELEV. = 353.34' - _ 360
? _ _
c~ _ +.5633/ -10.462Q% W ~ (+)0.5633/.
, _ 214/ t opt' (+11 . - -
- _ i ~ ~ 1:_ ' ~ ~
L r, _ ~ _ -T-,- --~--r---~-- ~ ~ _ ~ , 3 5 0 ~ ~ ~ - _
II . I ~ ~ ~ - ~
_ N EXISTING. GROUND i, _ _
~ _ , i ,
o _ ~ _ _ _ _
co 0 340 '(f~ b
Qd .w
'
~Q
II JJ
_ . m ~ 330
.I
320
3 I0
SEE SHEETS 23 & 24 FOR -Y2WBL- PLAN
14+00 15+00 16+00 17+00 18+00 19+00
! F
I ~ j I ~
I I ~ ! : ;
~ i, ~ j f
~ ~ ~ i a - _ `
I _
i ~ ~ ' ~ ~ 1 1
i ~ i _i
~ i i i ~ a ~ + 1
I I ~ ~ k
- . ~ _ _ . _ _ L _ _ -t- _ _ _ _ _ ~ _ _ _ _ _ _ ~ II _ _ _ _ _ _ _ . , _ 3 8 0 f ~ ,~4
to o'~ _ ~ : , f
v ~ _ i ~I i i! - 1 i I ~
o co i 4 , o o ! 1 ~ ~ N~
d Q I PL = 13+70.0 ~ ~ PI - It ~5~ _ ,I _ _ _ _ - - ~ _ _ _ _ ; N. _ _ _ 370
~ EL - 35724; ~ '
EL = 356.Qa ~ _ _ I _ ~ VC 150' I ! ~
~ I I VC - 15a _ , _ ~ o i V J K l46 t d i ~ I
a m as ll K - 120 D.S = 55 mp I ~ W DS. = 55 m h ~ ~ ~ k ~ m~'n
o N P - PROPOSED GRADEr _ 360 _ ~
~ I ( ( e - ~ ~ o , (f~,5643/. (1 .4625/. ~ i~N
i 1+10.56 3/... I81/ L8 ~ _ W
~ ~ E _ m ~ j
I - ~ ~ ~ ~ ~ ,
- ! f
a ~ I _ . _ . _ ~ _W _ _ _ _ _ _ _
T ~ { ~ ~ ~
t ~ 3 ~ ~ I ~ y - - ! i ~ I , E ,1I,
o ~ I EXISTING GRO~JND I ~ [
a ~ ~ ' ! , ~ _ _ I _ _ ~ _ ~ _ _ _ __--_~__W ~ 3 4 0
o .L
t v
o n, ' - -
V 330
_ . O _
O ~I N I
t i, ~ ~ i
~ _ '0
L I a ~
0~ 320
J
~1 L~1
N
3 I0
SEE SHEETS ~3 ~ 94 EnR -Y~FRI P/ QN
- 10+00 1 1+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00

i
PROJECT REFERENCE NO. SHEET NO.
_ i I ~ - ~ I I ....I -~MULKEY - 7{~'~+
- ENGINEERS Sc CO NSLI LTANT9. U 4/ V~B ~O - - PO Sox 33127 RrW SHEET NO.
RALEIp H. N.C. 27636 ' [phone]
(9, 9) 95, 9, 9 `F""' ROADWAY DESIGN HYDRAULICS - WWW.MLILKEYINC.COM
ENGINEER ENGINEER
~ ~~s~l~l D® N®T }U~S~(E F~®7R W~Y.~CDUISITI®~N7
II • ~~~~~1~'11~1V ~ ll ~~~1V
- _ ! D® N®T USE F® C®NSTRUCTI®N
J
C~ 'vO~
O - .~h~
\ w ~ I i ~~~j
II ~ - I
I • ~
~b~ i s . ,a~~~~~
dQ 370
W - h -
~ - d + _ Pl - 43 00.00
~I L~ Pl 49+0.00
~ EL = 35!.95.. vo-oo - , EL = 548.75' 3 6 0
VG = I50' w VC = l50`
cv N~ K ` = 2391 ~.~.~W- - I DS - 80 mpb - - K = l38
~ i DS = 60 mph
PROPOSED GRADE
x.4621/. (-10 - ......5249/.
350
...r - , ~.f...~,_
_ _ . _ ; _ - -
340
EXISTING GROUND , ,
330
cn Z
0
cn
W oc 320
3 I0
SEE SHEETS 7 & 24 FOR -Y2- PLAN
48+00 49+00 50+00 5 I +00 52+00 53+00
390
. it ~ _ 380
m M ~o~
_ M
a } ~ ~N
- u ~ 370 Q~
P1= 60+21.00
EL = 354.98 ~ ~ i Pl = 654/.00
o _ , _ - I50'
a I n = 200 N ~ PROPOSED GRADE EL - 354.00' ~ ~ VC - l92'
T 0 3 - DS - 60 mph K = 15 360
I 0 ~ F ~ DS = 55 mph
o ~ e a
C (+)0,5609/. -)0 885/. (-10J885% 01.8552./
a
T I
~ d' 3 , II - - - ~ 0.5000%
II , , op S, ~ EXISTING -GROUND' - - - - - -
a ~ to ~ a,-
~ + c , o - J 340
- ~ ~ ry
h v ~n
O `.1 _ r ^ tf, I v J d~
N ~.f'
,I ' ' N o . _ ~,J 330
o ~ I N I tZ ~
I cV c n
o
IiI a p p C~~u ~W
m - 320
~ ~ a
v
N III Ip
- J J
IW IW 3I0
c•cc ci.~cc-r-c• .y n nc cnn 'vn~ ' nt ~;~e
L. Dncc r 3 i 6( c: ) r vrr i s ruvv
C\j
- 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00

PROJECT REFERENCE NO. SHEET NO.
~MULKEY -
ENGINEERS Sc CONSLI LTANTS U 47638 5/ - PC 6Gx 33127 firW SHEET NO.
Ra~eiori~ N.C. 27b36 (919) 851-797? (9, 9) B5,-' 9, a (F""' ROADVdAY DESIGN HYDRAULICS
400 WWW. MLILKEYINC.COM
ENGINEER ENGINEER i
i i 1 1 ~ ~~f~~~
' i I~ DO NOT USE FOR % W ACQUISITION ~
390 ~ i
~ ,l „!.,~.,...,,A i I I{ ~~~~~~~1V
~ ' DO NOT USE FO CONSTRUCTION { r
x~y,~ ; y~~
380 ,r~ ~~t/~Jz 6,
u
4 t,~ O I
N~ ,~1 v Pl = 78+95.00 -Yl- STA 80+69.21 ~ EL = 36/.47 END :GRADE, _ -
~ `R ~ ~n ~ Pl = T4+65.00 - VC = 3/2' ELEV _ 367.58
3 7 ~ ¢ ~ + ~ + EL = 36034'
ON~ oN~ VC = 29Y K = 96 370
DS = 50 mph
- ~ EL ~ ~ Q ~ Q ¢ ~ DS =850 mph
Pl = 68+44,00 v> W M, v> ~ rh ~'n ~ r~ Pl - 7/¢44A0 PROPOSED GRADE
3 6 ~ VC = 3 8 38' N ; u N ~ u N ~ i[ _ ~~.33' ~6~ 1+2628% +~3.~068~ 3 6 0 - l (10.2628%
K=64 i iW i 1W i iW K=26
DS = 50 mPh OS = 25 mph ~ - - - + END CONSTRUCTION
3rJ ~ f+)19316% -12D57S, ~6 _ ~ f 1-X0.3037% 350
EXlS'T/NG GRO 340 >T/N~ GROUND
340
_33R ~ 330
Z
0
320 320
3 i o -Y2 -
3 I0
SEE SHEETS 25 & 26 FOR -Y2- PLAN
i
67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00
03
O N
m

` PROJECT REFERENCE NO. SHEET NO.
M U LKEY U-47638 52 - ENGINEERS 8 CCNSIJ LTANTS
PC box 331 27 : ~ _ RAI.EI~Fi, N.C. 27636 R/W SHEET NO.
390 - ~ ~ (9197 H51-1972 19, 9) as, 9, a (F""' ROADWAY DESIGN HYDRAULICS WWW.MLILKEYINC.COM
ENGINEER ENGINEER
~~~®~~~s~ ~ ~~~1V
N®T USE F~®R % W .~CQUISITI®N
380 ~ ~~~~~~~Ar ~~~1V s7`
• I)® N®T USE F® C®NSTRUCTI®N I
I
+~'u iI
370,_
i,
~ ~~i _ ; - ~ I ~ ~
1 ~ ( i - -
360 N~Z ~.f' _ ~ 360
v~~4y , ~,E~V , , G„
rf~2 ~ P l = 18+0'0.0© BM *20 EL = 354.54• ~;~,1
..350 ~ ` PROPOSED GR;4DE -Y2RPAREV - STA 22+70.30 22.68. LT. ~ E'L = .33/.95'......-
TOP NUT ON FIRE HYDRANT VC = -150' _
ftl17518% K; = 200
DS = 65 mph: 3 5
340 340
• - - - - - ~ - - f t12gg00%' ffJ 0.956 (t) 0.5600%
t f) 0.9565% -
t 0.5049% - (f1/.75/8%
3 30 r,~,~~821 ~ ~ -
~x~ 330
e.~ss
320 ~ + 320 ~ o`er
w II W N
W `
310 J ' ~
3 10
~ N II NM W ~rMj Otrj ~M ~M ~N Il cV r~ N ~ d
J
~ ~ ~W i N~ 300 -Y2RPA- ~ ~ 30+00 29+00 28+00 27+00 26+00 25+00 24+00 ~ n ~ n ~ , °D ~ W EX/STING GRO(~ND , _ - N . ~ I
~J N~' I'W
-I ~ 300 Q w~
SEE SHEET 7 FOR -Y2RPA- PLAN ~
23+00 22+00 21+00 20+00 19+00 18+00
360 360
Pl = 18+d0A0
EL = 33/95'
VC = l5d
K = 200 3 5 0 DS = 65 mph
350
0
utie
~
340
3 a O EL = / 320.7 Pl = l1+80.00 ~ ~ II
o VC = 794' EL = 3/8.88' o ~
PROPOSED GRADE K -X37 VC = l5d ~
- 330
n 3 3 0 ~~~~02/% DS = 70 mph K = /639 ~ ~ W 3 DS = 80+ mph i a
~ ~Jm ~~2
320 rf~2.~o2ix _ (+1lA8/5% f+JIABl5% (110.9900% 320
- -
° 3IO ~ ~ 3 I0

300 300
' EXlST1NG GROUND
290 290
280 280
-Y2RPA-
SEE SHEETS 7 & 8 FOR -Y2RPA- PLAN
- 18+00 17+00 16+00 15+00 14+00 13+00 12+00 1 1+00 10+00

PROJECT REFERENCE NO. SHEET NO.
M U~ K E Y U -47638 53 ENGINEERS Sa CO NSLI LTANT5 p~~~
PO 6oX 331 27 ry~r SHEET NO. RALEIGH N.C. 27636
(919) B51-1912 (9, 91 BS,-' 9, B `FAX' ROADWAY DESIGN HYDRAULICS
WWW.MLILKEYINC.COM ENGINEER ENGINEER
N®T USE F®R % W AC~UISITI®N ~
I
~~1L's~~~~1V ~ 1L ~~~AV
D® N®T USE F® C®NSTRUCTI®N

Il ~
Q~_. _ ~L_ _
M
I~ ~ _ _ ' ry~~.''~~!j~SQyb
~
M_ j _ _ 3 I ~ 370
d~ p~ " S
~W k i i'L 0 i _
_ - Li? I ~I ~ I i
EXISTING: Gl~OUND ~ i ! i ; I i _ . - i -
m ~ , 360
~ !
Pl = ~5+00.00
_ EL ~ X33.2/' _ VC = l50' _ _
~f~ ~ _ ~ 2.000/
o _ _ K = /23 3 5 0
DS = 55 mph
(+)1.50 ° 08/.
_ 340 _r
PlOPOS RAD ED G E ~~sa 3 3 0
_ \
z
0
3 2 0
W
3 I0
'SEE SHEET 7' FOR- -Y2RPB- PLAN
29+00 28+00 27+00 26+00 25+00 24+00
~ r
! I ~ k ~ i ~ i ~ i ~ I_
~ I j I
' I ~ ~ I ~ i'
_ _ _ _ _ - _ . 1_ _ _ ~ ~ _ 350 ~ ,m... _ _ . ~ ~ _ . _ _ -_.I _ _ _ _ _ _ _ ~ _ _ _ _ _ r _ _ _ _
Pl - 20+35.00 i k I
- ~ EL - 320.58 i
i ~ ~ - 1 VC - 150' 1 ~ ~ I co. f _ I ~ 4
K = 97 ; ~ l
p 1 ~ ~ ~ _ ° 340
~ Pl - 16f50.00 Pl l3 0.00 o
! - I EL - 316.09' J ~ ~ i j EL = 3/ .06' o ~ ~
~ _ i VC 150' _ VC = l5
I__ ~ ; I ~ _ o i ; K - 498 K = l09 ~ ° rn
i ~ I ~ _ + r., S 80 mQ- t _ ~ 'N 330
F ~ t ~ i
~ , i ~ i _ I { ,
~ ~ I ~ ~ i PROPOSED GRAD I E-
a ~ i I I ~ T i, I ~ ~ ~ a.~z 320
o _ E i(f _ a I_ ( ~ _ f _ . i _ _ L__._._... _ . _ I _ _..:.._.~..I J Lll__._
o i 655/ ~ ~
o ~ ~ , l m i
I (f .1655 I I f - ~ ~ I 00.86 3/. I!, , l +)0.8643% ~ (+)1.00/7% 1
~ ~ 1
~ ~ E i ~ a_ _ _ ~ _ . ~ _ . -I _ 3 10
a I ~ f f
T ~ i ~ i o ~ ~ { j
Y I ~ l _
] ~
a I I I ~ I~ _ ~ ~ ~ ~ 300 W_ _
._T___.____~ _ ~ _ ~ ~ _
- ~ i ~ , I i ~ ~
~ a r ~i t ~ #
o { € I i i ~ I I
i EXISTING GROUND
o ___.._._.____W.._........ ....~_Y___ ~ _ T,.. _._4 _ _ _
o , ( ~ i N ( I
t i v ~ ~ ~ j
~ j j ,o I '
~ ~ a : i I i i
._.L.. ~ . _ _ . _.......i.... t I _ _ _ 280
a
0
N
270
SFF SHEETS 7 & 8 FOR -Y2RPB- PLAN
- 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 5+00 14+00 13+00 12+00 1 1+00 10+00

PROJECT REFERENCE NO. SHEET NO.
M U L K E Y U -47638
ENGINEERS Sc CONSULTANTS 54 ao box 331 Z7 RNV SHEET NO.
RALEI~M~ N. C. 27636 (9797 H51-1972 (9, 97 66, 9, a (FA70 ROADWAY DESIGPJ HYDRAULICS
340 - WW W.MULKEYINC.CCM
ENGINEER ENGINEER
S ~ D® NDT USE F®R W ACQUISITI®N
330 _ Pl = 2/+50.00
EL = 3/6./9' Pl = 24+5D.OO D® N®T USE F® C®NSTRUCTI®N N ~u ~2
EL 3 2.26
TO EXl~T. ~ K~- 86~ VO - l00'
3 2 ~ W~ DS = 50mph
DS = 60mph ~ o
co ~ 4g29% f-JL3/00% X1.3100% _ i W; W
3 I O ~ ~ ~ ~ ~ ~ W EL ° 297 ~ PROPOSED GRADE (+)4.
~ vc = 2sa ~ - .4v of 3 I 0 ~i.3o0
Q ~ ~ ~ ~ u DS 60mph ~
300 ~ , a~ ~ z
_ d.._ ~ r~ c~ ~ \ I ~ 300 ~
EXISTING GROUND w~ W _ ~ m +)2.5846%
- _ ~
N _ _ dd I ~
290
~ ~ ~ , I' _ 290 ~ ~ .
BLAND
~ ~ , I TO ..EXIST. ~
2 8 0 CULVERT HYDRAULIC DATA ~e ~z ~0 280
DESl6N DISCHARGE = 1,337 CFS 8O `~~~~,~o~bso p V ~ ~
DESIGN FREQUENCY = 50 YRS 0 + `t' ~ + V NON N~
DESIGN HW ELEVATION = 280A fT SKEW = 6538' L~
Z7O BASE DISCHARGE = b523 CFS EXTEND 2 ~ 7xxl'RCBC & BASE. fREIXIENCY = l00 YRS ~ o 320 ~W~' 320 270
B,4SE' fiW ELEVATION =2822 fT
y OVERTOPP/NG DISCHARGE = 2J00 CFS LL~
z OVERTOPPING FRE~/ENCY= 500+ YRS ~'`~z~
N
~ Z 6 O OVfRTOPPlN6 E[.EVATION =2865 FT 1 3 I0 3 I0 260
K
26+00 27+00' 28+00 2g+00
-Y3 -
SEE SHEETS l2 & 28 FOR -Y3- PLAN
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 ~2+00 23+00 24+00 25+00 26+00
330
330
320 320

Q N
3 ~ ~ ~ ~ II 3 I0

~ W PROPOS `PROPOSED GROUND
3 3 0 ~ ~i ~ ~ Pl ° 10+80.00 Pl = l3+OOA0 Pl = 15+50.00
~ EL = 286.48' EL = 286.90' 300
d ~ VC = l60' EL = 287.74' VC = 285'
- -
~ ~n ~ K = 754 VC = l70' K = /36 r
DS' = 80+m h K - DS = 60m h'
2 9 ~ ~ m P DS = 60mph P 2 9 0
T (110.5732% (-10.3360%
- 3 (+10.36/!% (+x.5732% _ ~ (-10.3360% l+)1.7565%. ~ ~
° 280 ~
v 280 'EXISTING GRADE
22867% _ - - -
N CULVERT HYDRAULIC DATA ~
° 2 ~ ~ 22850%
. DESIGN DISCHARGE _ /.337 CFS - - ~ W 270 w
DESIGN FREGMIENCY = 50 YRS Z~ SKEW = 33• y.
DESIGN liW ELEVATION =284.3 fT V RETAIN 2'~ 8x6' RCBC & m
~ - BASE DISCHARGE _ /,523 CFS Q EXTEND 2 e 8'x6' Rcec -Y4RPC- STAl6-~-00 LT m
BASE FREQUENCY = l00 YR5~j. EL =274.57'
Z 6 O BASE HW ELEVATION =2849 fT Wv~ W ~ W , 260
OVERTOPPING DISCHARGE _ 1.000 CFS OVERTOPPING FREQUENCY= l0+ YRS m t~i~
OVERTOPPING ELEVATION = 283A Fr h Q II
o "
2 w~
250 ~N w. -Y4RPC- 250
w c~~ cu~~-rc i~ Q. ~4 ~nQ -v~AA~_ A~ nA~
~IW
- 10+00 1 1+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 2 1 +00 22+00
i

V VV1.~V
TD :EXIST.
o
N
o 0 - . - o, r~ o
~ . o, PROPOSED GROUNQ
N II `h
_ ~ 320
- N U
Q~ QJ
PI = 2400.00 ~ ~ - ~ f- w -
EL 30!83 cn ~r
~VC=250' _I IZ . , e, o ~d~,y_
K-154 -c~ v ~ ~ ~a ~~F~: 3 I0
- mph _ ~ ~a
_ z • W _ I W
(+)OJ306/ -~~5/.
r,,.... _ _ .
~-~l ~ _ ~ 300
i _ _

. _
_ . ~
_ ~ EXISTING GRADE _ ~ ~ i

280
z
0
:270
W
260
SEE SHEET 29 FOR -Y4RPC- PLAN
+ + + +
.
330

320
o _ _
J ' ~ - ~ f~
i `~d } 00 ~ _ - 0 O N_
II ? pp
hN ~J 3I0
• II
~ o
a d,
T I ^ 0 Q 1
3 M ll,l 0 Q `~W 300
0 ~ ~ ~ - L ~ /
N P1= II f0 0 0. 0
Id
'o h ~ EL = 281.56 EXISTING GROUND PI = 14+85.00 ~ VC=150' _ '
_ EL 277.84 ~ _ _ a I ~ K - 234... VC - ~ 2 9 0
~ 448 T J' W _ -
I i DS - 65m h K - 96 - m p 3 Y DS = 50mph
~ _,,,,r?
a ~
_ 10.32'... _ ~ 49/. (10.964 280
9/ o 6/ _ 701
+)3• ( )0.9649/ ~ .
PIPE HY c PIPE HYDRAULIC DATA
3p Q/ N - ; - _ ~7 _ DRAINAGE S 2.6 DRA/NAGE STRUCTURE Sto.14+53
.400/ o _ ~I DRAINAGE AREA NAGS 'AREA _ l8J AC 2 7 O
° DESIGN fREQUEN~ ~N FREQUENCY _ 25 YRS
PROPOSED GRADE 4J 48" RCP DESIGN DISCHARG! ~N DISCHARGE = 85 CFS:
_ -Y4 - f DESIGN HW EtEV~ D , l 0.0 a INV.-271.03 GN HW ELEVATION =2762; FT
EL = 276.73 !oo YEAR DiscHAF a 'EAR DISCHARGE _ l00 CFS' -
C) IOO YEAR HW ELE 'EAR HW ELEVATION =276.8 FT
RDY - ~ V OVERTOPPING FRE ~ c4 ~ OVERTOPPING DIS( ~TOPP/NG FREQUENCY _ 100+ YRS 2 C O
Q Y41~PD ~ ~ ~ b tTOPP/NG D/SCHARGE _ l50 CFS , , ~ i
1 ~ ~ ~ OVERTOPPING ELE _ N N V ~l"OPP/NG ELEVATION =279.6 fT i _ -
e. _ ~ooa.ooooo0 _ W~ I N
I ~ 2~0 I N --J- - - - - _
50 II 250
IW

PROJECT REFERENCE NO. SHEET NO.
~MULKEY - ' ENGINEERS Sc C~N9LILTANTS U 47638 56
PO box 331 27 R!W SHEET NO. RALEIOM~ N. C. 27636
340 [phone] ' (97 97 851-7 919 (FAX) ROADWAY DESIGN HYDRAULICS WWW.MLJLKEYINC.COM
ENGINEER ENGINEER
330 DO NOT USE FOR d W ACQUISITION i
i
~~~AV ~ ~ DO NOT USE FO CONSTRUCTION
320
3 10 3 I0
_ _ _ ~
300 300
290 2 9 0
-
_
280
2 8 0
EXIST/NG GROUND bid
8p© ~ ~i~s~ "dso Z~ ~ ~ _ - _
270
i i
;
260 260
z5o -LNB- 250
SEE SHEET l4 FOR -LNB- PLAN
10+00 I I +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
19+00 20+00 2 I +00 22+00 23+00 24+00
330 330
320
320
3 I0
3 I0
II' I''
300 '
300
290 - 290
EXIST/NG GROUND
280 280
270 270
260
260
250.
-LNB - 250
,SEE' SHEETS l4 & l5 FOR ~LNB- P/ AN ~
T r I
- 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00
33+00 34+00 35+00 36+00 37+00 38+00

PROJECT REFERENCE NO. SHEET NO.
M U LKEY U-47638 57 ENGINEERS Sc CONSIJ LTANTS
PO 6oX 331 27 RM/ SHEET NO. RALEI CI H~ N.C. 27636 - (9 1 91 8 5 1 -1 9 1 2
(9, 9) B5,-' 9, B cFAxl ROADWAY DESIGN HYDRAULICS WWW. MLJLKEYINC.COM
340 ENGINEER ENGINEER
DO NOT USE FAO~R w ACQUISITION
330 ~~~~~~~1V ~~~1~1
' I DO NOT USE FO CONSTRUCTION
- _ , . ~
i
320
I
3 10 3 I0
- ,
300 300
EXISTING GROUND
290 290
~ af>> ~
® ,
_ 280
280
270 270
260 2.6:.0..:.:
-
250 -LNB- 250
SEE SHEETS l5 & l6 FOR -LNB- PLAN
47+00 48+00 49+00 50+00 51+00 52+00
38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00
330 330
320
320
3 I0
310 - - -
- -
3 O O EXISTING GROUND . 3 0 0 .
290
290 ,
280 280
270 270
260 ~I 260
250
N 250 -LNB -
SEE SHEET l6 FOR -LNB- PLAN
- 52+00 53+00 54+00 55+00 56+00 57+00